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R lace exist win ow INDEX OF SH� EETS Ith new Insulat - impact glass dow SHEET NO . DESCRIPTION I. FRONT t REAR ELEVATIONS 2. LEFT AND RIGHT ELEVATIONS EXI IN BUILDI 3. DEMOLITION PLAN 4. FLOOR PLAN Rep] a exist windo wit new Insulated 5. FOUNDATION PLAN I act glass wind 6. ROOF PLAN 1. D-I DETAILS � \ 13 8. D-2 DETAILS ® / \ ? 9. E-1 ELECTRICAL PLAN / 13 LL T N t- I o j m I � 6- O .• " 5t'. I. 0 a L I v IQ Ca tr (Y FRONT ELEV /470N , � s SCALE: 1/4" = I'-O" Q 0 �/ 12 12 EX T I BUILDI G 5.75 MAI T ING EM ST H 5.�5 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPIRECTtON `REQUIRED BY FIELD INSPEC€ORS Tt+S lAAY BE t CIrSSAIYY IN ORD211 TO Replace exist window COIAPLYWITH ALL A pljiCAIXECfI£S. with new insulated Q impact glass window _ > o LL_ T v_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ST. UCIE COUNTY t 1)BUILDING DIVISION j U REVIEWED _,�.d O '� FORCOMP REVIEWEr BY q-) DATE -- - 1: 0) P!A A ERMt � !JL f� j� MUST BE KEI r ON d0 OR R E / '� R E L E V A T O l� INSperr« _4 �.,�z MADE: _. SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit A- m � O Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights , dl Opening NOA/FL Manufaicturer Glass TEST Des ai n Pressure 01 m N ; 1 Product Model # Attachment method Expiration B < Q) N t11 DO a3 0 Type NUMBER Date of Approved Tests ? ri tV U Single Hung SH-5500 Type 6 #10 SMS w/ min. 3/H" penetration to be a aced at !a Q 00 DO O Q 1, FLU 239.10 PGT 12 o.c. max from corners heed end Jambs, 30y o.c. max in + 45.0/-10.0 PS U Impact head thereafter and 11 7/8" o.c. in ambs. Maintain max - a-i t-r g3 Q flange Frame 10" o.c. in predrdled holes at style. �o sill anchors req, DO DO 0 tt Maintain min. 1/I6" edge distance on fasteners v I O N(y 2 Casement CA-5540 #12 SMS w/ min. 13/8" penetration to be spacild at U ^^ C 2. FLU 245.5 PGT 4" o.c. max. from corners head, sill and Jambs, 28 o.c. max in + �g Impact Type 8 head and sill thereafter. In Jambs space 12.61" o.e. max 65.0/-10.0 P$ w O lyty Q) flange Frame thereafter. Maintain max. 8" o.c, in predrilled holes at stgle. max. opening size 41 PERMITTING INFORMATION ( FORM 10 0 ) g Maintain min. 9/I6" ed a distance on fasteners �(� U #10 SMS w/ min. 1 3/8" penetration to be spaq d at fo Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading 3, FLU 243.14 Fixed Glass PW-5540 PGT T e 8 4" o.c. max. from corners head, sill and Jambe, 4p� o.c. max + 50.0 PSF 'JW ` ., (<l 9 9 Impact yP n head and sill thereafter. In Jambs apace 11" o.1 max - -E • thereafter. Maintain max. 10" o.c. in redrilled holes at mull. � N - Bul]ding Design is: Enclosed Risk Category: II Wind Speed: 140 mph ultimate flange Frame Maintain min. 9/16" ed a distance on fastenerspl x i LL Mean Roof Height: 16 -4 Roof Pitch: 5.15 on 12 /4" ilia. tapcons w/ min. 13/e" penetration. For ambs f I- E French Door FO-101 Q _ LL 1 Internal Pressure Coe ficient: ± 4. FLU 253.1 PGT Type "E" min. 1 fasteners per Jamb and min 5 for head an sill per + 15.0 PSF S!_..152- Impact table 1 glees tgpe E. Hold 1.15" min. edge distance on fastnsre. SubJectability to damage from: Weathering: Negligible Termites: Verg Heavg -Q Width of Roof End Zone: 5`4" Sliding Glass SGD-5510 #12 SMS w/ min. 1 3/8" penetration. Use the following number of 5, FLU 251. 2 PGT fasteners for Anchor GroupA from table I of product approval: + � ripDoor Impact Type 3 Heed/Sill: C3+1 Jambs: 5 , P-hook: 8 60.0 PSF L Wind Exposure Classification: C - Adjustment factor for Exposure Height Using Allowable Stress Design and FLAT ROOF HIP ROOF 2.12 Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+0.6WL TO c:i2 PITCH Skylight ICMGII Attach 2" x 8" PT curb to roof substrate using #10 x 2.5" deck 1� 6, FLU 20881.1 Impact Sun-Tek nsulated screws egguellg spaced at 14" o.c max, and 3" from each corner. + 60.0 PSF p Attach Skgli lit to curb using #12 x 2" Phillip Pen head screws Exp Height AdJ Factor: 1•29 x Load Combo Factor 0.L = 0.��4 applied below spaced max. �" o.c. and 4" max from corners. Components d Cladding Wind Pressure (NET) Roof Zone: I. +21.0/-33.0 psf Roof Zone: 2. +21.0/-51.0 psf ROOF Zone: 3. +21.0/-84.0 psf Product NOA/FL Model Manufacturer TEST Maximum p # Attachment Method Expiration Design Pressure t NUMBER Date of Approved Tests Components @ Cladding Wall End Zone Width: 5'-fie" install mull using clips fastened with #10 Steel screws with min. 0.48" edge tr e tt Mullions FLU 241.1 2" x 4" x 0.26" PGT distance and 1 3/8" min. penetration wood plates, studs° and headers. + 41.8 PSF Components 1 Cladding Wind Pressure (NET) Wall Zone: 4. +36,O/-39.0 psf € Install 6 anchors in each clip. - Wall Zone: 5. +36'O/-48.0 psf D type thick light textured stucco mailed per ASTM t oug Over ASTM Siding STUCCO D T2 paper backed wire lath nailed to substrate through one layer of i FC ed. # }�"G r j'laitf S18CIr'e Components 1 Cladding Wind Pressure (NET) on Garage Door: +32.0/-41.0 psf ON STUDS ASTM D gpe 2 felt paper using 8d nails. Substrate to be 19/32 CDx Plywd nailed at 6" o.c. in held and edges with 10d ring shank nails into pp'tjj^ n i i Shear Walls Considered for Structure? Yes GABLE ROOF LESS GABLE ROOF FROM .� a,i� " i'S Sheet Continuous Load Path PrOVlded? THAN 2:12 PITCH 2:12 TO 12:12 PITCH 1/2" thick stucco on 3/8" HI-Rib lath attached to tg Yes STUCCO horizontal and vertical wood framing with nails or staples toa" : ` � I ' Are Components an Cladding Details Provided? Yes Soffit ON LATH provide no less then 13/4" penetration into horizontal Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi Roof Zone I = Roof Zone 2 = Corner Zones wood framing- and 3/4" penetration into vertical frame This Building Shall Have the Following: Walls Zone 4 Walls Zone 5 Roof Zone 3 ALL Product Testing by: Miami-Dade County Building Code Compliance Office / Product Control Division APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: END ZONE OF 9. I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Comm # I� - 106 12 XISTIN BUI INS MATCH EXISTING &place exist ndow with new Insul ed impact glas window 0 v Re ace exist wind wl new. Insulate pact glass wl ow III III 12 ® 12 c v ' u � - - - - =: - - - - - - - - - - - - - - -.. - - - - - - � r 0 UCl 0 LEFT ELEVATION _ _....SCALE.__I/4- = ,l'-O _._. — \ t- � � \ i2 EXIS IN BUILDIN MATCH 5 LL EXISTING v U Q) Replac exist _ ndow with w Insul 'ed o Imp t glas window �- a/ \ &place exist dow With new insul ed 15 Impact glas window m IL m - L m N ZLLIAS. > NN UO O O RQII E rr � C: Q- ''= 00MO # QI 1 N N loop a oNN vp�- vUrrfua rr � � l 4J t! LLI th i IC HT L TION �N — x�a � v X ElL - � Qr ~ L SCALE: 1/4" = 1'-0" W THESE PLANS.AND ALCPROPOSED 4JCiR1C ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INVECT'ORS THAT Sheet MAY BE NECESSARY IN OflDM TO GOI�PLYhIIT t ALL AS�FL�CAIDLf Ot1t�E3. _ 2 . OF Co mm # io DEMO NOTES ORemove door COVEREDt FORCH 2. Remove .wall _. .. - e m 31 R ove tub Remove vanity BATH 3 % FOOL ❑s Remove window/wall MRemove wall E Remove golf cart garage door o r QRemove. door io Remove wall and columns BREAKFAST n Remove :door - Remove all exterior doors and windows r O O i Os40 0 U KEAT ROOM Kf TCH N: -T - ' I _ BEDROOM 2 LIVING I l I ROOM A/C I CLO # I I I l it 0 ATRIUM F Q� U- DEN/ BEDROOM MASTER - - - - BEDROOM BATH 2 I Q `oEl � � a � u _ I I. O _ z� E R - ' FOWD - - - I FOYER -` Q II - - - - = � DININC� ® v O 0 LAUNDRY - - - - - - - - - - ❑ �� CLO CLO o- a Moo 2 oNN 2 .0 ' t— r - - ---- r/l L6 r r ((1 ENTRY --- -- - ___- L — � � E U- � U x Fa r22° x Q - Attic Accesa Ll.l with light J i U7 BATH I GARAGE I 5 r--------- =-------------------� i r THE PLANS AND ALL PROPOSED MIA( ARE SUBJECT TO ANY CO RECTIONS Sheet L REQUIRED BY FIELD INSPECTORS THAT Rr9raY BE N%CESSANY IN OAD TO COMPLY WITH ALL APPLICABLE COMES. _ 3 I I i DEMO PLAIN Of: 11 cA�� lip„ _ r_o S - Comm # I � - 106 10-23-11 15'-0" 6'-9" New landing WALL SYMBOL LEGEND 3" �'-2' 2'-II" and step - see C-2 IZ I� I I� I'I I� I� sheet D-2 = 2" x 4" non-bearing stud walls - see sections. Insulate Window Schedule C- -2 with R-II batts at bathrooms 8 between A/C and Non-A/C spaces Mark Size (wxl) Window Description = 2" x 4" non-bearing stud walls - see sections. Insulate 1. 14" x 96" SIDELITE _ with R-11 batts at bathrooms B between A/C and 2 24" x 24" Awning O N O O N Non-A/C spaces 3, (0'. x 30" Circle Top Transom - o , = 2" x 4" bearing stud walls - see sections. Insulate To 1/4" x 60" Picture window 1 with R-19 batts at bathrooms t between A/C and o i_ � ', Non-A/C spaces 5• 48 1/4" x "f� 1/4,, SH 1/4 Pro View us m C_I O 6• 36" x 93" Fixed Glass to match door C-1 - - - - - - - - _J - - 7• 48 1/4" x 8� 3/4" Picture Window QL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8. 441/4" x581/4" Picture Window ap at 9. 2 Picture windows l 60" x 8q 3/4'aZ ceiling N I ° 10. 26 1/4" x 5o I/2" CASEMENT o� n Re ace exist wind 12 32 I/4" x 63 1/4" CASSINGLE HUNG Field Verif MENT w 00 lO II 46 I/4" x 63 I/4" g v)= w new insuldIte 13• 96 I/4" x T� I/4" Is" CASEMENT. PICTURE. 18" CASEMENT Q� mpact glass Wi ow N E W F MIL ROOM m N 4T 3 m 10-23-I1 14 36"w x vein PW transom - verifg depth in field - - - - - - - - N 15• 48 1/4" x verif PW transom - verifg depth in field E TING Remove ntl. d0 r and / \ E X I S T I I6• 30" x 30" SKYLIGHT Field Verifg v frame I openlin with 2x4 stud / \ POO n. `� 48" x e�" Picture window pro-view @ o a - - ALL Windows to be white windows with tint. ions p r -2 product approval chartProve muntin's and tfort w nldowllmanufactureeery information. r-r I - J Repl ce exist windo - ALL windows to withstand Pressures stated in Permit cvui" Wit new in Information Box on these plans. TT sulated N - ALL windows in bathrooms to be tempered (j/ - I pact glass win w - ALL windows within 18" of finished floor to be tempered O unless imact rated. - II. W verify a I masonry/rough opening sizes prior to ordering windows. r v LQ E�- oO ° ® 14 14 I4 14 � � ° " Door Schedule � r- od � Q Mark Size Door Description iO U Q E X I S T I _ �' © A 3'-0" X C- " SINGLE LITE FRENCH X S T I N 8 B 3'-0" X 8'-0" SINGLE LITE FRENCH D E D O R EA T O O r- j © C 6'-0" X 8'-0-- SINGLE LITE FRENCH Re ace a st window D 12'-0" X 8'-0" 3 PANEL SLIDING GLASS DOOR Field Verifg w h new nsulated i. E IC-O" X 8'-0" 4 PANEL SLIDING GLASS DOOR Field Verirg II. impact lass window E I S T I �1 G O 15 F 6'-0" X e'-q" GARAGE DOOR I T C H E I G I IC-O" X V-0- GARAGE DOOR * H 2'-8" "x 6'-8 SOLID CORE - WOOD - 2 PANEL ° - - - - - E X\ /I S I V J 2'-6" x C-8" SOLID CORE - WOOD - 6 PANEL LI Y K 2'-0" x C-8" Solid core - wood - 6 panel bi-fold A/c j CLO B 6 #I I I Squ e off I Poo L - - - I e ting columns I Pelt r - ALL exterior doors including garage doors to withstand 11 IL pressures stated in permit information box on these plans. 4)A I E X I S T I - - - - - - - -i win dowsall mas®nry/rough opening sizes prior to ordering - A T R I - - - - - - U _ - See product approval chart on these plans for exterior v I l I E T I * door manufacturer information (including garage door) EXIST I CJ T T I I Remo v exist[ g I l Q - Provide one exit door (swing type) that is 3'-0" wide I -� colu s I S T E R I minimum and one emergency escape door (not shuttered). (n u- D E N E O O r1 �` T H 2 - - - - - I I E D R O I If escape door has glazing then it must be impact resistant - - - - - - - I I l and shall NOT be thru garage. This may be the same door L +� if it meets both criteria listed above. O 12u, Repl e ex[s window I I mo wit new in lated Iw I act gl s windowLU I I td FLOOR FL �4N Re [a a existin panel with n Sgau D XI IN h I TYPICAL NOTES: SCALE 1/4" = 1'-0" I ew \ / 6 Circuit Oa panel R DER I I - - - - - - - I I l 1. Contractor to verify ALL notes and dimensions prior to proceeding with work 2. Contractor to STRICTLY enforce ALL OSHA Requirements. l I I E STI I 5. 15 3• ALL Lumber to be used as Beam, Rafters, etc... to have a min. 1,500 ps1 fiber I I - - - - - I OO bending stress. _Replace xl H /_ st w[ now\,I 4. No dissimilar metals to touch. < E O N DRYER WASH R wTh ne insufa d- - 5. Drywall at ceilings shall be leveled and attached to bottom chord IL I I I I mea t glass ndo of trusses with screws per FBC R102.3.5. O ALL wood in contact with concrete shall be pressure treated. Q 0 0 NEW I I _ _ I l I I 1. ALL wall dimensions are nominal and not finished wall or stud dimensions. Q a w � GOLF CART, i I Q IAU I I I I - - - - - J - - - 8. ALL plumbing fixtures to be low flow. �� O �Ab veI /Y1' I I 9. Lowest fnished floor to be set by others - Surveyor to set in field. F_ "" U U/� 10. Separation between residence and garage shall be per FBC R302.6 C oC) op E -6" � - - - - - - � to oQ L /--'eUN R - - II. Door between are a and residence shall be 1-3/4 't 20 min. rated door O O C O L 12, Wall and Ceiling shall have a flame-spread classification of not greater than p- o000 # 200 per FBC R302.9.1 1 0 - - - - - - H l 13. Wall and ceiling finishes shall have a smoke-developed index of not greater 011 13 E STI than 450 per FBC R302.9.2 10 w NCA 14. All ex osed attic insulation materials installed on attic floors shall have a critical radiant *' 3'-6" �'-lo" - - - - - - - p u W rr N T Y flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation iU materials exposed on the underside of the roof deck or on the attic walls shall comply +� Replace exist window with F.B.C. R316 - see permit info box of code edition ay r _ - , with new insulated r� 15. Gygpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 * EU- 2" x 36" impact lass window ° C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed I-LL I aattic Acc ssl p g according to the following: (FBC R102.3.5) See table below for attachment Q W • j o with L li t J 16. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A134.1 and A131.1 4� E S TINGI1. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM E STING I N C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall LO 4 T H I be used as backer for the wall the in tub areas and wall panels in shower areas. 12 18, Insulation including facings such as retarders or vapor permeable members installed ° within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompangin smoke THr.0-' P1 " developed index not to exceed 450 when tested in accordance with ASTM E 84. tN� r ' h3 d1 Fat ',jK rA pw Garage Breakdown Insulation shall comply with F.B.C. R316, s' 4 N D 6! 1J 14W� Existing Garage = 585 sq. ft. Drywall Attachement Table FBC R102.3.5 t t f's4 Minus Laundr Added -14 sq. ft, w Dr wall Location Orientation Framing Max, a ann g p ' y g Member spacing Nail sizing options for s , .� 2. Thickness of fasteners installation of dr wall into • s ia, Jv. New garage added 84 sq. ft. 2. s Spacing ----- First Floor Total = 595 s . ft. Maximum Nails screws wood framing members ----------- ---- - 2" x min. thickness r-------- l q N Ceiling Perpendicular 24" T. 12" 13ga 13/e" long with 19/64" head a i i A/C Space Breakdown N N 0.098" dmmRter x 1 1/4" long g p 2,985 s . ft. annular-ranged or Sd cooler nail S C O P E O F WORK = i I Existing A/C Space = q 0.080" dia Oxx 15/8" long with Sheet i Enlarged Laundr Rm = walla Either 6" g" 6" i I g y 14 sq. ft. o Direction 15/69" head R - Extending back porch b 6'-O" I I Enlarged Family Rm A/C = 502 sq. ft. G psum board nail 0.086" din. I i x � 5/e" with 9/32" hood. - Extending great room into screened porch and breakfast room Bathroom Closet A/C = 39 sq. ft. Per end¢ular 24" x a 15/8" Ion with head. head to become a bigger family room Ceiling P 7" 12" 9 9 I I OR - Removing screen on rear porch i p q" 6'-O" 3 s annular-ringed0. 98" iiamfor x 1 a/8"oler rang - Enclosing porch to become a new olf cart garage OF 9. New A/C S ace Total = 3600 s ft. g /e" OR - Extending laundry room into old golf cart space Walls Either I6" g" 16" O.092" dia. x 1 1/8" long with - Relocating garage door from the left side of the garage Comm # Direction 1/4" head R to the front G psum board nail 0.0915" dia. - Extending front of Existing Bath I to create a new closet x 1/8" with 19/64" head. - Chan e out existin windows and doors as shown 30'-�" Base Detail B F-24 Lo ; Dowel #4 x 12" long bar a�'-2 2'-1r' 6' iF-246" Into ewstln slab and F-24 6x6 - 10/10 WWM cold olnt g "C-2 r , _F_165- r - C-1 _F-16S uw�al rill c.n -2 r - _2_ _ - — F-16S nax Spacing OR FIBER-MIX over set in epoxy at 48 O.C. - - - - - - - - - - - GZ - - - - - - - — - - - — — — — — - - — — — — — — — - - - - Elm fl 0 O E) O D O O 5 S 2 O CJ vapor barrier. 48" - - - - -- - - - - - - - - - - -- - Z - - - - - - - - - - - - LI Ir -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 2„ T o I 1-24 - I Existing slab I Ra.cesa steel bass plate I I F ILS I � I 6" Co - Verify SGD recess size and min.. 4" into footing. - I below SGD track depth with MFG prior to forming slab 1 1 l _ 6 l a-LF•-36 F-48 i i C-1 I a - - - r - - - - - - - - - - - - '- - - ' .n Fl Fl-.' Fl 'Fl _fl 0«� . n Fl Fl Fl II',. Fl Fl . F1 ' n Fl Fl Fl, Fl 'fl.. - - - Y - - - r- -7i - rtr a lr -n- - it - 7t -=u- 4 tto n- rr - i- -i - � .�. a i 4'" concr, a slab ith fibermesh, R " " 1 I "o o U U "0 6"x6" ttl0/ WW on '6 mil Vlsq en ov I Z Z = clean om ac d termite tie ed fill T T Dow tt5 bee x 12", ion into �z Base h Dt D-2 P - 6 mil vapor • � Base Deta A e tin slab and set. i Hilo HI a g on sheet -2 I 500 adhesive (o equeU 8" o.c. barrier for slab to slab co ection settlement resistance: 03 _ Provide 45 •bars 8" O.C. a 4" ilep _ 111= 111 LI — IIII=1111=1111—IIII � ea way max s ac g dowele ? v _ pp _ _ III-1 I —IIII—IIII III = into exiting sla min, 6 ^ N ^ - ^ ^ m Remove stin sla93 = and set in a oxy � u u - - u� 1 l is `V m g —i i i—i i i i iii ii iiii i i i iii ii iiii i i i - o \+ N N as. need d for ne footin New plumbing pipe Well compacted fill tX or eI ctrlcal condwt etc.._ with termite. treatment SEE TYPICAL O �. ONE-STORY FL a SECTION ON � U � e a I m t� w PAGED-I C rr = u ^ o u �- it 11 n J C n I, -2 1 3/8" weep 4" concrete slab with fibermesh OR m I Z u u U u z ll u screeds - see 6"xb tt10/10 WWM on 10 mil Visqueen over - tY Ln N detail clean compacted termite treated fill N )b6- W Dowel tt5 ar x 12" ong 6" into existing ab and m Hd+ FLIT - Grade � � ,. , SEE TYPICAL 4 concrete slab with fibermesh OR for o sla v nn equal) at se o SECTIONS CxC 910/10 WWM on 10 and Vrsqueen over. W for b to sea connection and set email _ / —1I=1 clean compacted termite treated fill re lance. ZA C-3. — 16"w x 18"d concrete monolithic r tack new post to fisting - I —IIII footing with sve 45 bars coil. ' —IIII- 5 ,,. -and it transverse bars at 32" o.c. r� " Q •� � - c u noting using strap dated = Thicken edge to 8"x8" ` on sheet D-2 -I6 FOOTING DETAIL with concrete and °�' r Q s (� SCALE I/2" _: 1, C;, one 45 bar continuous Q U 1111-1111 , N _ IIIIIIIIT GRADE ' N _ W 45 bar vert, at each filled v- III 1 - =1 cell (2'-O" o c. typical) with 30" overlapat each filled cell - _—I 1 —IIII_ I6"w x. I6"d concrete stem wall footing with (2) tt5 bars Cont. and tt5 transverse bars at 32" o.c. 24" F-.163 FOOTING DETAIL SCALE 1/2 - I -O ,c C OlUmn SCh � dul � Mark Size and Description o o C-1 3 %" x 3%2" x %4" typical steel Column - see details on sheet 0-2 _ -_U C.-2 4 x 4° SYP #2 PT wood P®st - see detail on sheet D-2 Q) C-3 4° x S" SYP 42 PT wood Past' - see detail on sheet 0-2 E o� Dowel US r x 12" ng 6" into Q� i- existin ad and s in Hdti HIT RE50 adhesiv (or equal) at 18" o for to sla connection and.set ement {' y� N res ante, O O 1. I I Schedule 1 I Mark Size and Description < F-14 16"w x 16"d concrete monolithic footing with (2) #5 rebar, continuous II m ° 1 Pour existing p ch floor vel to existing wit and #5 transverse bars at 32° o.c. (bottom). w }, � =�p new 4" concr a slab w 6" x 6" UIOAO M O uni v No S +p Contractor o rough rface of existing sl 16"W x " w xT Y) ] 16 d concrete stem wall footm with (2) #5 rebar continuous l prior to uring new concrete for adhesi F-16S g a 0) 4, 0 u B and #5 transverse bars at 32 o.c. (bottom) — > ODM No tap u) QInOD (00 L — F-36 36% x 3b"I x Wild concrete pad footing with #5 rebar, at 8" o.c. each C ,, OD O0D E U - - - - - - 6 1 _ wa -bottom - I I 1 ° 4 b to steel... _ Q err u F-48 48"w x 48"1 x .16"d concrete pad footing with 45 rebar at 8" o.c. each ib u OOD OD (0° *� wagbottom' steel. I ° __ - SEE FOOTING DETAILS ON THIS SHEET AND OETAIL SHEET(S) NUcvc�v � c 4J Uj r- r m O- FOUNDATION FLAN M �L6 -am Pour existing porch floor level to existing Garage ° SCALE.: 1/4" = 1'-0" `r jj m 6 _1 FOUNDATION NOTES: v e slab with new 4" concrete slab with 6" x 6" ul0/10 � I WWM Contractor to rough surface' of ,existing slab I: A'n Chan eS to IanS must : be .SUbmltted to the architect f Or a approval rlor W 4� prior to pouring new concrete for adhesion y g. p P P P THESE PLANS AND ALL PROPOSED WOFN( ° to proceeding with construction. ARE SUBJECT TO ANYCOF".RECTI 4. 2, Contractor shall be responsible for verifecatlon of all notation and dimensions pNS u7 p RIEQUIRcD BY FIELD INSPECTORS THAT �- D el tt5 b .x 12" Ion j C into prior to start of construction. PdAYBEt![C SSA YIIGORl TO ]sting sl and set in, Hiltr H 3, ALL Concrete used for slabs shall be :2,500 , PS1 :concrete min., and CO,l1r ,T n RESOO dhesive (or equal le o,c. DIYI' ItNALLA+ FL.ICAMECiM.S. for sla to slab connection rid settl ent ALL Concrete used for vertical filled cells, .continuous, tie, beams etc.. ° resis nce. shall be 3,000 P.S.I concrete and/or . 4,000 F.S.I. grout MIX min. Garage Breakdown 4; Per FBC 1804.5 omn acted Fill Material Exc e ion FiII mat rial 12" in de th pr less, . Existing Garage 585 s ft. need not `tom l � with aP a rove re ort covide:dp t o in lace dr density� � is n of less than '90% g 9 Fl U P y pP P P P g Minus Laundrg Added 14 sq. ft. . . of the maximum dr denset at optimum moisture content ' as determined I.A.UJ. ASTM D 1551 Kew garage added 84 sq. ft. S. Verif all -recess; thickness. at shower floors all floor finds es as selected b First Floor . T = oo y h y 0 Total 595 sq. ft. Owner, door sills t thresholds Including pocket S G D frame widths etc... prior CD _ to placing any slabs. A/C Space Breakdown b: Contractor to provide for Form Board Survey Form Board Survey Existing '.A/C Space = 2,985 sq. ft. _ Sheet Enlarged Laundry Rm _ - to be provided to Truss Company prior. to truss construction 9 y '14 sq. f t O ; Enlarged Familg Rm A/C 502 s . ft; F-16S �. ALL Reinforcing steel shall be grade b0, meeting ASTM A-1 nil Bathroom q m — — — th room Closet A/C = — 9 9 _ g a ----.-_ I }1 39 sq. ft. A-35 speclfications. • ALL ,Anchors to be A 30�f steel. k New A/C : Space Total — Provlde a minimum of : concrete, r r - �l Eit, p 3600 sq. ft. 8. 3 co e protection at :footings and „ C.,I OF 9. 6'-o I-I/2 concrete protection at beams for ALL reinforcing bars: 1:1'`( _.. 9, Contractor to provlde the Architect with :truss shop drawings``Including Comm # ALL truss cut .sheets showingALL truss reactions prior to- START I �— IOb 0F FOUNDATION WORK` for strap and footing; size verification. . � I -I I�1 1II-:i�r I:iI ii.�-...-I�-I�--II-I I I��.�I r�-r_�-r I I-r�w.�.r I.I��.I I Ir�I-.r..--.�.I-.I.I I.I.1II.II��I rr_��-.�I_I�I.II.r.r I�I I. �r I�.Ir I II I -re�II I l_I,I�.I....I I. 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MATCH Nam roof L .. match existin 5.15 ExISTiNG BI BI Bl g Mark Size and Description HTS 2 -, BI BI Girder truss by truss manufacturer . _ T _ _ - P:RE ENGINEERED TRUSSES - - - - C I AT 24"O.c. TYPICAL HTS 20 \ 1 / ( shop ..drawings by . manufacturer ) B2 (2> i 3/4"w x is"d v� Beam \� II II IC-1 / - .. : III HI (2) 2'' x 8" SYP 92' Header . Simpson HTS 20 hurricane c anchor at each truss (24 o.c.) a �I �� 11 11 II L �� II 'I II 11 /K sup orting Max. 1,450 lbs. J36,. �\ p O.H. \I II II - - uplift w/ (24) IOd x 1.5" nails - �I I I I 11 { . { {) , { { {1 { // 34 \\ III / O.H. \II I 11 II - _ - - - - - �\ { I I / - \\ 1 III - _ Concrete Roof. Tie Dees n Loads Wp and Ridge channeb shall silt adh..d "na•rlaym.nt STRAPPING' S C H E D U L E �jj ��JJ _BI " g be attached to 19/32' . ( we rates an root plan ) .� - L _ 1L -. I - _ _ = - - - - _ - - _ - Contnote In tb 1b@; •&and LA.w. (4/32 d CO faa no ) . - - - = - ` I _ importance FACLaf 'LOO - Center'ta _ - _ _ - - - - - - -._ � -I -:hea eP. pr a . tram ng -!' Sla a of Roof Less Lhan 1:12 Fastansn S°een p'od"e app.o M G - _ : to remain - _ _ - - = _ _ / - _ _ _ - Mean Roof less than 30 ft. (U u8 x I" SS screw l." - - _ _ _ . _ - - _ _ _ : = -' - - - - - Ill / Q .Basic:Wind- Speed ILO mph ultimate n.W .W . Emt Coast"Mo. _ M T S i 2 . / - - - _CV - Underlagment notes: _ . - _ _ - _ - - _ _ - - _ _ - - a _ _ - Contractor shall strlctlu follow these guidelines: -- - - Trues Tot - / r^ - - - Underlayment design pressure for ILO mph Ultimate: = PER PERMIT .: See.details for con.tmcuon - Ij IL - - - - rf 3 INFO. BOX for Category 11 Buildings in Exposure:B with Importance factor _ * -<aQ 1-- / A - _ _ - - - - - - of 1.0 for roof with leas than 1:12 sf is - - Anti-Pandmil M1'g 12 - O I _. - - _ = - _ _ _ _ : - - - Galy. qr,p System � N o . - . III - - - - . . PRODUCT BrF TEGATlOry9 DESCRPTIota - Roof Tile Installation Detail - ? . ": / - <` Mortar -$g'stem - _ ..nib _,- .- _ -_...-f- - - - - - - _ _ - _ _ - = _ - - - - - TO' @E Sep, ._ n-ovT.os or°f:3Pia n p.°Cii:°t. _ _ - .-_ - 3M Z compan•nt_ _ _ _ _ _- _ - _ _ - _ _ - - _ Tll. foam AH-iGo y p - Simpson"Mfi5 I2 hurricanein --- -- -' '-' - iNSTALCTILESPER SYSTEMSHOWN anc110r at 'each truss (24 o.c.__ / Max. 1,000 lbs.-. _._ _. _ IN LOAD' BOX__.._-._ - _ - - = _ _ _ oan"el,�'ation:andr°°f pup L rm/g(14) IOd x 1.5" nails ,. -._-__ .___.-__ _ ___-_.' _ - - _ _ . -: - _ _ = - = - = .- _ - .- - - I - :. yp,section fa' manufacturer . - - = C I p Contractor to adhwe •aeh'tA• s o ,roar to adhm each ab C / ., _ per Wotan bw shove and I.A.W. - per not• m hex above and LA:W Ridge Tile _ _ _ _ preduet approval fren hPG product approval iron MPG ( barrel mag be used ) - . _ Self edMred undedayment r -a - - - - - _. _ _ _ - _ - _ - - _ - _ - - - - - ,.. - ( e notes on roof plan ) Q ib ._ - - -. - - _ I w••pAw• .. Fasten ridge and hip _ ,� 7 . _ : - - - ties on specified metal channels _ _ _ (a U Ex)stln trusse (0r Q Y root .heating �` Matal'ehenwiattaeh•d to tad U . . t O r.e I n ' ' J ( we root.plan tar attachment ) -oth (1) $ E GdE. acrres 6 fir oic. _ -. - . - prove • by m ass etas .. _ . , .. - . : . Underiaggment on 19/32" . Q - - . r : CDX plgwood . - Barrel 'Tile Attachment Detell _ Concrete Tile Ridge Detail nts nts _ - - , - _ - - , �- i - ,, . - : i . anchor beam to olumn usmq Simpson GT wit (U n` 6/8' dia. three ed rod.set V min. ,9 to a. concrete column B 2 c° I - . 1 _ . Existing beam o remain' . O BOTTOM CHORD TRUSS BRACING NOTES Strap beam t sting pier fij O O C H C T 11� using !2) H 0 atr ps ontractor to race a attain c or a )n oar \\ �7 i_. I and roof trusses in the fallowing manner. L - filling all riles w IOd nails - install first row of truss bracing 34' from exterior walla ATTACHMENT DETAIL ° 11 I 1 1 and spaces 12" o.c. thereafter. ca_ M U - install bracing on any bottom chord which is longer - U I(e I o than 12" m clear span. I. Minimum Nail Size = 8d ring shank (mina 2" long) - I IL i ` All truss bracing to be 2" x 4" wood and shall be attached to `� Minimum Screw Size = tt8 x 2" j 4 W_ 9) 41 II bottom chord of trusses. S. Minimum Sheathing Thickness 19/32" CDX Plgwood -0 ` v 4. Use Halls or screws lass d on ressure for roof stated II Ir I. j�. Well belay O . in permit Info box on Mse plans for zone 3 E O� 11 11 1 - �I I_�rrIr....r�I I.II.rrI I.I r rT;.I�I r.r I.1.�.I 1 2 4 FT - LK _ 3 II I II 11 l IL II I Existing header Trusses spaced , it truss 3 2 4C n to remain u P man factures lans II TgPlcal aphce 2 I 1 11 11 I ' I 4 FT 2 4FT 4FT < t I 11 Il 11 r�T Q ry 2 I .n m 1 {III I` E J °7 . I I VI _ Attach bPa6ing LO truss CltOfd 3 O Q) ° I li. x using (23 ItJd Wade in all 4 FT 2 2 4 FT �. &_ j OD M `' . HI , - : I I I locations -_ . _.-„ q)Q. Ln-OD to O 1 . . __ -- (V C I U (� II ( 11 I1 .. ..__ . . _ _ - _ . _, _ -. 2" x 4" .wood bracing A d Fie to su � ? O U E . _ - l 11 II II ' . : LI II II Ke tea E e Id Fas Her a re f'res _._.-_ ----__.___ ___._-- Zone I b" 6° 8d ring shank 45 psF L orr UQ - I1 � 11 II 11 11 Zone 2 4a b" 8d rin shank 76 psf �* Hl oNN Zone 3 4n 4" 8d ring shank 84 psf -a I () ., Z .0 Wood bracing shall lap.one truss ** Zone 3a 6" 6" 1*8 wood screw 112.5 psf to to N" Q) a- II II P .) rr a3T ALL BRACING SHALL COMPLY WITH SCSI-B3 SUMMARY' ** Use nails or screws based on pressure for roof stated UW r-r tq d I I I ll In permit info box on these plans for zone 3 M IN "" -0 m - . : V U r N X io lj . ROOF PLAN Qom ~ e . � W Scaly 1 v) TYPICAL iZOOF NOTES`: Overhan s `shall _ be 2 ' - O '' and assumed TO MATCH EXISTING N b Roof pitch she II e -S .I512 and assumed TO- MATCH EX fa n Sk li hts r vlded b turer f2eplaCe exstl g y g Truss shop . drawings to be p o y manufac n existing .openings _ . Any ` changes rto this plan shall be submitted to the . arch tlect for a 'proval . In writing prior to starting construction. . P - ALL TRUSS TO TRUSS CONNECTIONS BY THE$$ n AN8ANDALLPROPOSC WO»< S MANUFACTURER RRFu�� er ��cTlaNs r TO ANY COR T R l,l S REQUIRED BY FIELD INSPECTORS THAT . _ MAYBE NgXE'SSAr: . Architect to review Truss ` Shop Drawings Prior rfi�aOfTo Cv.sr LY l^+IT4 ALL A,'aPL}CIbi E C' to construction for Layout and upllf t varlflcatIOil v . I Sheet Contractor to provide for Form Board Survey and to provide - in - Forml Board Survey to Truss Company prior to truss construct o Contractor to verify all 'Roof Pitches ' RIpR to truss order - ContractOr to to the Architect ualth truss sho drawin s IncIudrn of II . ALL truss cut sheets showin ALL truss reactions prior to �START g omm # OF FOUNDATION WORK : for strap and footing v&rlfcation. C 17 - 106 . . . . . Provide "Simpson LSTA18 at each stud to .top "plate to existing beam connection . Strap double top plate to each 'stud using Simpson istin Be to a in SP straps. Adjust the strap size to match stud width 2" x 10" Header 2„ x �„ 2„" x 6 : Top Plate1.i I Top Plate Existing Column 2"x studs see wall 1 'll 2" x 6" s ds 2" -6" Si s t g sections for applicable widths . a 16 o.c: Window at 6" o-c. to Remain and stud spacing : Existing stud wall to' remain 1. : 2"x blocking as req. by Provide Simpson SP6 Florida Building Code - Use 410 x 3" wood screws Residential. at 12" o.c. vert. into existing studs . . Bolts see wall sections for size and spacings. � � . I . � I I . , I . . . I I I I I . � , I . I I I (A- V . Exl in lab": rid ooti Strap PT bottom plate to Dowel new footing steel 9 each stud using Simpson" 6" into existing and set in Epoxy. I. Z�fzt Re ain . , SP 'straps. Adjust" the . . strap size to match "stud width 11 - - 1 :X 2'"X6" PT : Bottom Plate w/ 1/2"" dia. . . ._ m . anchor:bolts with min. ' 7° embedment at 32 o.c. w/ Simpson 6;, - o . 1. SP6 at each stud to bottom plate connection .. . . W . I I . . � I I � , , L ):// v FRAME IN WALL: : DETAIL Frame UJall Connection Detail . . .. Scale: NTS. NTS . S I S ,. . r . 1. aT 5/8" gyp. board - C] .r fY Stucco Finish1. ,J r- Cl c Q Attach SGD Track to Jamb w/ = ._ U 1/4" x 1 1/2" lag screws centered ' 1. . I / I at 6" o.c. from jamb: at 12" o.c. 0 11 max in field Attach SGD Track to Header w/ . I .1I/4" x I I/2 .lag screws centered " , . . at' 6" o,c. from Jamb at 12" O.C. . = A A max in field . I I I . . I A I . I I 1 . � 11. . 1 . 1 - . 1 . 11 I 11 . 1 . �, � . 1 . � I I � � O O O 05/8," . 99p, board Seal ALL op�nings per . / �aMb . FBC R-103 . 8 using any . _-_--._ _---.__ _.__._. . ..__._--- _._ "1/8 thick Ai ht"textured stucco g Head _ ___ ._ .__:w_ ___ approved-_-sealll�g sL�ste-m on plastic "lath over 2 layers of 151b felt ' on 19/32" COX 'plywood nailed 6 on edge and 12" in field w/ IOd galv. nails . �l &rlfy ALL rough . o � nln a In fl�lc� rlor I/4" "tap-con with p -Q i/2" penetration at 12" o:c. t O Ord r I n_ ' - .� .e.'.. . - 9 n&W windows 4 19 sum. Wallboard'" Amax. v2' w 2„" x top plate truss bottom cord ceiling on n` V yp , . � ,:;.. . . , . . . . Wood Casing Bottom Track Typical Flooring E . . Sill _ (f) LL . Sliding Door D & tdll . " 19/32" CQX Plywood 0 . .. At Wood Stud Wail NTS iL Q) . 2 x4 Wood Buck rn o m I/2" dr wall on 72 U . Note. Drywall. Stucc" _ 4"o t o" finish � 2 x suds at 16" o.c. -Eat)- V all doors - _ _ - ,� _ - - i' _ - Finish to match existing _ -Q Q) . to be prehung u „ o Q p � N E T ical Interior Door Detail � P W , NTS ` wood Casing i_'' . . 1 19 9 9 9 �1 New base-board stucco finish ` match existing profile t;__ - " ..' --iee elevation for notes eather Strip "`: 9 t - 2" X 4" P.T. bottom plate " o ma . . N 2"x4" wood Buck . : _ m gypsum wallboard 2"x studs see existing slab O reinforce cornersb. Note: for .stud sizes p _ < U) c� metal to track no track bottom ndaw unit - _ Stucco Banding - see elevations Interior Non-Bearing Partition Q Q) � `) 00 � 0 P of door" use fir, Door stop bl-fold door _ C > NN V U bracket 8: pivot � ��tt,t�a.ltwindow to openng" ftammg - - Scale: 1/2 — I- —o fp Q Eufacturers product`approval - - - I I O Q Attach door to Wall : rl- Q r Q ee .;product." approval Simpson - � = OD OD is tt HTS 20 at each truss 2" x 6"' stud wall P truss with (24) IOd x 1 1/2" nails I O _ : - - two studs'.under header Dy d', mdnUfdCtUrer-. - - �in each strap V �� C 11 - '. 'two on outside. - HEAQ " " ' _. 1. � - la d) 0NN Q) 6— T ical Windom Jamb ,a Frame Wall ` U M 67 wood Casing 419 9 In q) . hiTS _ I I i - .. ,. SUff1 Wallboard . - 5/8"gdrywall Strap studs to plate using "Simpson +sU.l y - A9P T c� p 1 ca IExterior Door D c t a I f : ceiling SP4 strap with (6) rid x /2° �N �_reinforce corners _ (2) 2" x 4" to late nails in each at L- t— (0 E lL a rap 9 9 9 9 bi-fold door . . ' NTS z P P C < ;i: I . A u1 . ESE PLANS AND ALL PROPOSED WORK - 1/2" drywall on ARE. E.CTTOANYCORREC IONS" " 2" x 4' studs at 16" o.c. .` THESE � � 'J13J u N 2"x4' wood Buck Stucco finish 1. `REQUIREDSYFIELDINSPECTORSTHAT ul to m Jamb Stucco Banding see elevations x 4" Blocking'(3) 2" x 12" header F.1AY.BE Nt IESSA Y IiG Oil E t 50 -1 mid-span of studa GO}le LYWI.THALLAPPL3C DLE COuES. /", T - D O O r Detail Stucco finish _ U _ I p I �. a 1 B I ` Fold. see elevations 19/32" COX Plywood — for no.e -91.9 : Strap studs to plate using- Simpson i— SP4 strap with (L) IOd x 1 1/2" ' : NTS . . . ' Attach window to openingg framing - - .. : - ails in each strap " . ' , - per manufacturers product-approval - . . ' - : W - n _ __ -_ _ _ - ._ _. . '... . .,.— __ ..___ .___._. -:._ _ Jamb:._._. .. . __.-. __ - . _ _ to __ _.- _._. - . _ . . -----_..__ -- —Door -step. . -2, .x. 4" .p.t. bottom plate with _ dryivall return19 1/2" anchor bolt' at 32" o.c. and . 2°x studs - see section for sizes . min. T' embedment with 2" washer gpsum. wallboard Window - uerify rou h Note: wood casing Stucco Return opening.'size manufa9 urer Typical baseboard 4" concrete slab with fibermesh OR 9 P / all doors'` 11 tOr ood re-"hun pocket door " Drywall n over P g p : to a pre ung Ilea compacted W ermite6trelat idgfill n b h marble sill Sheet . ., ' Attach door to wall ,ter "roduc.t 'a' rbval -: r ' . ; pp P pp . by door '-manufacturer . . D I . _ n -- - r I .. . . " -:. .`. _ : see foundation steal ra .p "ywal `'T' a la a T` Ical � xt � rlor . Doer Dtall Oc k C t Door D G t a l l Window Header and Sill detail Frame Wall P 01= T � plCal P _ Typical Int�rlor Bearing Fartltion Comm > Scale 1 - 1/2" = 1'-'O" NTS = NTS 9 . 1Scale: I/2" I'-O" I �I — I0 �O Simpson HTS-20 at each truss �truss with (24) lod x 1 1/2" nails in each strap PRE-ENGINEERED TRUSSES Simpson HTS strap at each truss 12 �'� ® 24"o.c. TYPICAL suppporting Max. 1450 lbs. uplift 5.� s�oPe ( shop drawin s b manufacturer ) (29) IOd x 1 1/2" nails in each strap p g y 2" x 4" to late 5/8" drywall ceiling on 5/8" dr wall Strap studs to plate using Simpson P p truss bottom cord ceding 9 SP4 strap with (6) IOd x I/2" r R-30 Batts insulation nails in each strap (2) 2" x 4" top plate Galv-Alum Metal drip on z I" x 4" Drip on 5/8" drywall I/2" dr wall on I" x 8" Fascia on - s F 2" x 4' studs at 16" o.c. 2" x 6" Sub-Fascia - U Provide (2) 2" x 6" Top plate w/ ? N 36" Simpson SP6 or equal at each stud 2" x 4" Blocking to Top Plate connection _9 / mid-span of studs v 1/2" drywall on < D/ 1/2" thick stucco on 3/8" hi-rib lath 2" x 4' studs at 16" o.c. U attached to horizontal and vertical woodILL- framing with nails or staples to provide 1/2" Drywall on i Strap studs to late using Simpson no leas than d -farm penetration into 2" x 6" wood studs m r SP4pstra with p(6) l0d x 1 1/2" horizontal wood framing and members penetration at 6" o.c. with R-19 Batts c ~ P into vertical wood Framing members nails n each strap 9 2" x blocking per X N pp wih "T/8" thick light textured stucco installed per FBC req. 1/2" an'chor bolt t at 32te o.ct and ASTM C 926 over ASTM D type 2 paper backed min. l" embedment with ' washer IK wire lath nailed to substrate through one layer of - ASTM D TWpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field ° New base-board Typical baseboard V concrete slab with fibermesh OR and edges with IOd ring shank nails into studs. Provide 2" x 6" PT Bottom plate w/ to match existing profile /Vxb" #10/10 WWM on 6 and Visqueen over IL Simpson SP6 at each stud to Bottom Plate 2" x 4" P.T. bottom plate clean compacted termite treated fill w r connection and 1/2" dia. anchor bolts with min. 7" embedment ase at 32" o.c. max w/ 2" washer at plate to concrete connection b O board Use Simpson HD5B on each side of openings over l2" wide " Stucco Exp. Joint - see detail instead of anchor bolts existing slab l typical flooring - verify exact footing sae foundation plan c, type, style, color, etc.... with owner Interior Nor-Searing Partition for size and steel req. 5/8" thick light textured Scale: stucco on typical concrete block construction Grad _-�- III ,;IIII Typical Interior Bearing Partition 4" concrete slab with fibeil Vi OR Scale: 1/2" = 1'-O" a — 6"xb" #10/10 WWM on 6 and Viaqueen over t III — l clean compacted termite treated fill - vIn I L N IIIry E IIII - I= Fill all cells with concrete and STEM-WALL ENGINEERING IIII—_ —__ —IIII provide 4 v o c.(1max5 spacing.bar art. at a� QT (a U Q ACCEPTABLE TO A MAX. _ Q 48" ABOVE FOOTING. =IIII— —IIII — 0 F IIII= -III TYFICAL SECTI N Scale 1/2" = 1'-0" 5/8" gyp. board (1J Stucco Finish Attach SGD Track to Jamb w/ `o 1/4" x 1 1/2" lag screws centered LL at 6" o.c. from Jamb at 12" o.c. max in field Attach SGD Track to Header w/ w 1/4" x 1 1/2" lag screws centered ' Ql O at 6" o.c. from Jamb at 12" o.c. � LL max in fielj U 0 0 0 0 O u O � 5/8" lyp. board � s- 1VTT < 3 � " QC = n Jamb 1/8" thick light textured stucco A---, I --1 0 on plastic lath over 2 layers of ISIb felt Head- on 19/32" COX plywood nailed 6" on edge 0_ and 12" in field w/ IOd galv. nails ,, 0 4-3 to F 10 QJ OD Iq � O 1/4" tap—con with j m oo u � 1 1/2 ' penetration at 12" o.c. n �q � 00 u max. t-ro Bottom Track �"--Typical Flooring 45 bars at 8" o.c. each way vUrNN r p6- S 1 I 1 in stair, extend bars as shown L +� into new thickened edge } } a I ® Concrete steps with '-'LLI t<1 S l I d I n g O O I U I l Xr 4" step from 36" (U #5 bar in each nosing dy V N - x J poolhousadeck to landing �-r (0 E U- (not shown) 1L W L At Wood Stud Wall NTS =IIII=IIII _ N POOL DEC II—IIII—III III IIII— —_; m FAMILY Roots �IIII_IIII IIII=IIII _ IIII IIII—I —IIII=III 1I IIII=IIII -IIII-IIII=1111 Thicken edge to 8" x 8" with (U #5 bar cont. III , , , 1111 ,�� 111111�111111 ,;, . IIII � PLAN VIEW see all and f plan for wall and Pooling construction SECTION 1'HMS: PLANS AND ALL PROPOSiwD WOW Sheet RE /4R FO � C � STOOP EDETAIL. ASSIREDBYFTOANYCOCTORSTHA 2 . `►�r�lJ1>�Ev BY FIELD INSPECTORS TN,fi�s" 141AY BE NECESSANY IN ONDZM TO Scale 1 / 2 " = 1 ' _ O " COMM WIT;li A1L A,PPLICilli CME& OF 9. Comm # I � - 106 Electrical S L, mbol Legend S Single Pole Switch : ® Recessed Can Light -Connect all new - lectric S3 Double Pole Switch ® Eyeball Recessed Can Light e ` to existing circuits Dimmer Switch Exhaust Fan PB Push Button Switch Ceding Mounted Light Duplex Outlet Wall Mounted Light - - - -/- - - - - - - - - - - - - \ ==Q Special Receptacle Light with Pull Chain (attic) rce / \ - - - - - - - - - - - - - w�Fi Waterproof; ground fault interrupter © Computer Connection Jack o *' 1 ® . Floor Duplex Outlet Flood Light �l E F I L w1 R O I I ® Junction Box N m Electrical Panel � TO Thermostat fal Electrical Meter �n I - cv Central Vac > AC:Disc A/C Disconnect v• � 1 /. 05 Smoke Detector (L/ II \ � Ceding Fan IV,T � \ Tv Television Jack 3 _ _ \ - EXISTf Telephone v E TING \ / \ _ Jack - P O © ❑ ® 2 x 4 Florescent Light l x 4 Florescent Light Intercom \ I \ sPKR Speaker Hook-Up 0 Ceiling Mounted Light Dome Style ♦ Pendant Light ® Motion Detector ( closet light a Proved etl�sw!tches 1 ton rights and fan - - - - - - - - - - © Carbon Monoxide Detector p r r N N Ln PANE "A" - IY Lna- - - - - Poles BR YLoad . Wm Description cm circa ascription Wire L#61d BR oleo C 10.0 k 24 A/C Como 1 2 AHU ZIO 10.0 km 2 ,2 50 kw ttL Rang* 5 L Drqer a10 5.0 0 30 2 B -0 _ I 0 1.48 kw tt8 AHU 9 10 WH ttl 4.5 kw 30 2 12 ' E X I S T I I - ° _ l 20 1.2 kw 912 Dishwasher 13 14 CI es Washer 312 1.8 kw 20 2 XISTIN r is Q r U BEE) O 2 ' 1 20 1.5 k w 412 K`p hen S.A.C. 11 I` HVL #12 1.0 kw Zo I I �' Ia4T 00 '1 20. 1 kw 412 Itehen S.A.C. : 19 20 Micr. ve - #12 1.2 20. . \ -- - -- - 1 20. 1.2 kw CI Refrigerator 22 . Poo! .aIZ 20 1 - 1.0 kw tt12 - -Trash C. 23 24 HVL My 1.0 kw Zz . E I S T I N : I 20 412 - L"Afig RM 25 L trvmg Raom. 12 20 1 ITCI I 1 ZO #12 Deg 2 1 28 Hall 412 20 1 . \. . - 1. 2 412 Guelt- edroom 9 30 Utihtg a12 20 I a12 Gw t Bedroom 31 20 1 EXIS IN " 32 Pager . a \ - - - - INCH 20 _ 20 tt12 aaL6r Bed 33 34 Gres M Lights 914 LIVl IS ttl " Porch B akfast 35 36 V c/Garage: 414 IS 2 10 1.0 kw 4 Pod E 31 38 Pod Light 414 i5 I A LC I I O 39 0 Pod 110e, all - IS I 2 20 .O'kw tt8 /C Comp 42 - 41 42 GF - tt12 20 - 20 I L - - - -� 1 I _o Flltr 43 44 ttl2 GFCI �/ Oo.�f�- I -!5 ttN .New Lighting 45 4� New Recepts tt12. 20 " /\ I S T I F - 7i I i5 'u14 New Lighting 41 48 New Recepts a12 20 - 1 ,4 T IZ I - - - - - -f U I i5 - tt14 New Lighting 49 5o New GFCI Recepts #12 - 20 1 1(�'/ (p - _ X T I ( I I T I N 1 \ # : - 51 5y Geroge Door ttl2 0.81 kw ZO I s are EXIST I - I "-1 Q t - - a are 53 54 Garage Door 412 -0.81 kw 20 1 4TH 2 I I STER I a are 55 54 spare DEN / E OOM 1 __spare re 5a acre L- _ r s are 59 L0 8 are o PANEL "A' LOAD CALCULATION SHEET pU l I Load QOscri tion city. Watts Total(Watts) -e,4 (K htln General LI ( tts 9 . . •g3 watts.. . . . aq. . . .) 3400 3 10.800 73U O Smell Appliance, Circuit(s) 2 1,500 3,000 p 3 I Range I 12.000 12.000 E S- 00 Re la a Sgau ppanel . . . . . .. __ . .. . . . .� with ew Sgau D X I � N �- - - - - - - - -� I l Trash Comp I 1,100 I.100' io N d Circuit Oa panel I \ - - - � ) I Refngerator I 1,200 1.200. _LO D E I - 1 I. Dish Washer. . < . . . . 1 1,200 " 1,200 I I I E S T I C� I Disposal GFCI I - : .. 1 1,000 1,000. ----------=- I I I Clothes Washer.. 1 1,200 1,200 1 5,000 5,000 ry Water Heater. 1 4,500 . 4,500 nl IL . . . . . _ . . _ _ . . .. . . . . . . . . .. . N � locate" exis mg I 1.800 1,800 F - - , ctric to_.n w w I I ".I : Water.-Pump. . . ... . _ _ . . . . :. . . . . . . 1 ' � O L.,_ o rn FCI AHU "I Irri atlon Pum I. 1,800 1,800 GOLF CART I uI I I I I P .e. �. .p. : < 0) > �m N O Lp O \ I /yl - - - - ool Equ p ent. 1 5,000 2,800 4l to oD I Abovey - - - - - - - <r \ I .I Garage Door Opener. .. . 2 810 1,420 (�!(Y EII p 1a \ L UN \ Whirlpool Bathtub 1 1,440' 1,440 �O O Q ri H..V,L•. . .. . : . . . . . . . . . 3 h000 3,000 O Provide he us ub ton '�� ,.^. � C L O I� .� \ Q V - - - - Total watts 53,440 I p (V(V PB - - - - - - ® _ � T First. 10000 Watts_.. _. 100Yo I- 10,000 10;000 U 111 l- \ _ Remainder ri1 / N Y 43,440 940% I O I1,384 iJ J V / K\\ Provide w switch Electric Heat or A/C 10,000 945% 2 6,500 13.000 r _ \ 2" x 3G� and pus button tonnect existing l new crcuitslectric ( 1 �t as E LL \ 9 / Calculated Load Watts 40,384 .Attic Acc sa �- ° -� - LL " \ / IlLwith 11 t I I Voltage 240 W J Calculated Wattage Divided by Voltage = Total Amps 148.24 \ E STING Panel Size Required 20OAmps 1p/ E STING LO l �42AGE i m ,4TH I \ ELECTRIC ,4L FL /4 >\i \ GF Garage. ELECTRIC NOTES: SCALE: 1/4" = 1'-0" THESEPLANS AND ALL pROROSGD WOR9< Ope r r I. use copper wire only, no aluminum. ARE SUBJECT TO ANY COPRECTIONS l 2. L Provide. and wire all required smoke detector.S as noted below, REQUIRED BY FIELD INSPECTORS THAT r-------- ----- ----------- ---- 3. ' Contractor to verlf location of electrical service and provider P.9AYBENE GS p CEa,,ANY IN OIRIkER TO / 4. AR NEW recessed cans' to be installed per : NFPA requirements. COFArntYl�IITHALLAnLIt^. S. All NEW branch circuits that supplg . 125v < single ''. phase 1.5 amp , or 20 am outlets AE1LECtlt].E,�. Provide new switch to shall be protected b combination-t e AFCI Circuit Breakers. p Sheet 1 new light on existing. c!rcwt ' CLO 6. ALL new receptacles to be Tamper resistant AFCI. Al k S 7. Smoke arms shall e Installed . in the following locations per FBC R314 1 _ . b lld 1 1 . a) In each sleeping room. E.: b):... Outside each separate "sleeping area In' the immediate vlcrnity of the bedrooms. - - c) On :each additional story of the dwelling OF 9. d) ALL Smoke Alarms shall be, Interconnected and hardwired per. FBC. R314.5 Comm # 8. Electrician to complete electrical load 'calculation and panel Schedules as required bg the governing bulld.ing department. SCOFF OF WORK - Extending back porch by b'-O" - Extending great room into screened porch and breakfast room to become a bigger family room o - removing screen on rear porch G-I o - Enclosing porch to become a new golf cart garage ' - Extending laundry room into old golf cart space -Re-siding house with Hardi-plank siding. - - - - - -1- - - -" - - - - - - - -L :I - - - ` - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Extending front of Existing Bath i to create a new closet t - Change out existing windows and doors as shown .�_ ceding ((�xkOX fOsetoX� "' Re ace exls Tlnd 2 w new Insult in pact glass i ow >� u 1= MIL r1 0 0 M Window Schedule AT 3 — — — — EXISTi TING Remove istl do r \and / \ Mark r Size (wxl) Window Desct tron frame i operfn with �x4 Stu _ / \ 0O � I. SIDELITE m l C-1 2. 24" x 24" PROJECTION 1� 3. 48" x 30" FIXED WITH TRANSOM m j 4 c r- i p Rep ce exist wlndo 4. 12" x 62" FIXED Field Verifg N w new insulated 5. 48" x lb" SINGLE HUNG Field Verifg v T i pact glass winLn b- 31" x 96" 51DELITE lY Il. G-J �- .¢8n x 88" FIXED Field Verifg $ 8- 43" x 42" FIXED Field Verifg + Ji O O - ! 9- 48" x 94" STORE FRONT - Fixed Glass t- J O o o 0 tt Imo{ 14 14 I'{ 10 •{8" x 36" FIXED Field Yerrfg Il. 32" x b3" CASEMENT r' © � Q EXIST[ XISTIN 6 _ r O 12- 48" x 1.3" 51N(;zLE HUNG Field Verify Q d B E D 0 2 T 0 C� p 13. 95" x '15" CASEMENT, FIXED, CASEMENT Field Verifg 14 12' x 32" FIXI✓D Field Verifg Re ce a window wi new ulated �� 15 -12" x 32" FIXfiD Field Verify ll. pact id ow axao�)a i E I S T I N G ib 30" x 30" SKYLIGHT Field Verifg +' I T C(-'-}E I [ !� toy I-T 12'-0" X 8'-O" 3 i`'ANEL FIXED GLASS W/ PROJECT VENT C) �� I 0 1 IS {("'-O" X 8'-D" 4 fi-�ANEL FIXED CLASS W/ PROJECT VENT l EXIS I1� - ALL Windows to be white_ r aluminumSP rndows with ons tint.See I I )_ I G � B � Provide muntin's and srruc u all mullions per elevati A/C I �� r� O product approval chart for window manufacturer information. #1 1 I Squ e off 1 - ALL windows to withstand Pressures stated in Permit e ting columns / o� � Information Box on these plans. 1 - ALL windows in bathrooms to be tempered A I EXIST[ I - - - - - �, '� - ALL windows within 18" of finished floor to be tempered q) J I `_ -_ - - / I unless impact rated. - 1 ri, I ATRI 1 J TING I U *x _ windows. irgall masonrcg/rough opening sizes prior to ordering EXIST I S T X T r I Remo exlStl g I 1 i XI0 ,ASTER I u. DELI / � BOOM ( ,4 2 � ,` � colu- - l � I E.D�?© I ��- - - _ - �- 1 , I Door Schedule Repl e ews win ow _ O % «C�aX i I I O wit new in lated�ta 720 i act gl s window I �` � ! 1 i Mark Size Door Description A 3'-O" X 6'-8" SINGLE LITE FRENCH B _ 3'-0" X 8`-O" SINGLE LITE FRENCH � I i — — — — 1 I C 6'-O" X 8'-O" SINGLE LITE FRENCH _� I � ( i \- - �f`^� - -. / I I D 12'-0' X 8'-0' 3 F# [�� J I ANEL SLIDING GLASS DOOR Field Yerrfg I I lE �ax� I l s T I 4) E N F b'-O" X 8'-0" GARAGE DOOR IQ'-2'I J OR R SHE c ( I I i L/ — — — — - — — — G IL'-O" X V-d" GARAGE DOOR ti H 2'-8" X b'-8" SOLID CORE - WOOD - 2 PANEL ai .s O O % NEW J 2'-b" x b'-8" SOLID CORE - WOOD - b PANEL < �O CD CsOLF CARTI I xj I I 1 I - n _ I } °gym © J J b ( /A1 — — — — — K 2'-0' x 6 -8 Solid core - wood - 4 panel bi-fold `> �yN v ----- — N --- Q LO o Coco t pNN H �UNci v 13 S T I Replace exist window - ALL exterior doors including garage doors to withstand 3'-6° 7'-10" — — — — — with new insulated u ll1 i-r N T Y impact glass window pressures stated in permit information box on these plans. �l ��„_ � V- Replace exist window - verify all masonry/rough opening sizes prior to ordering 4J - , with new insulated windows. 03 e cola uG Ac�' impact glass window I5 - See product approval chart on these plans for exterior < emu- I _ j door manufacturer information (including garage door) L TING - Provide one exit door (swing type) that is 3'-0" wide - cS T I G minimum and one emergency escape door (not shuttered). m If escape door has glazing then it must be impact resistant del I2 AT I and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. K WALL SYMBOL LEGEND � = 2" x 4" non-bear% stud walls - see sections, insulate 1 N with R-11 batts at bathrooms t between A/C and i i ry Pion-A/C spaces cl i i = 2" x 4" non-bearing stud walls see sections. Insulate`rl .- 4' j r� i I ��y N, p LC� 0 with R-11 batts at bathrooms tbetween A/C and �r' n Sheet I I p Pion-A/C spaces 2" x C' bearing stud walls - see sections. Insulate f Y ;% with R-19 batts at bathroomsbetween A/C and ' ��;! ` h I lt, ;'L� ' ' 3 Non-A/C spaces OF 11 I t� FLOOR FLAN Comm 4 `�,. " SCALE 1/4" = i'-o" 11_10�