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Home My WebLink About1811 W 15 St (new sfh) (a)awt =�I=� _ _ Sheet List Sheet Number Sheet Name General A0.00 Title Sheet Architecture A1.00 _ Schedules & Legends _A2.00 Site Plan__ A2.01 ---- Floor Plan Roorns A2.02 Floor plan A2.03 _ Elevations - A2.04 Sections A2.05 _ BlowUp floor Plan Llectncal F1.01 _ _ _ Receptacles Layout E1.02 Lighting Layout E1.03 Smoke Detector Layout i- -ire Protection F1.01 Fire Protection, means of escape Structural 81.01 Foundation Plan 131.02 Foundation Details 52.02 Structural Roof Plan X2.03 Roof Details PROJECT ADDRESS: If, 1811 W 15TH ST, SANFORD, FL 32771 El DESCRIPTION OF BUILDING: Reducing Coupling PVC SCH 40 APPLICABLE CODES VIC01W COPY Elbow PVC SCH 40 T Applicable Codes include, but are not limited to: 171 Florida Building Code 6th Edition (2017) –� Florida Building Code 6th Edition (2017) Residential AEWWEr FOR CODE COMPLIANCE National Electric Code (NEC) _.cam PMNIS EXAMINER `FLOOD -MAP �-'� + DA E -f 12117C 0070F Date: 09/28/07 GENERAL ANFnRn RI III nlN( Q1_W1nN — Zoning District MR -2 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Map Number - LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Lot Area 7301 SF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Allowable Building Area 3570 SF coDTHE BUILDNOR ING OFFICIAL FROM THEALL ISSUANCE OF A REAFTER Proposed Building Area 2969 SF REQUIRING A CORRECTION OF ERRORS IN PLANS, .- BUILDING HEIGHT rnr%?,IG •MiOTTnni nn vine A-nnn1e OF THISGO G Building Height 0' - 0" COMPACTION TEST SETBACK REQUIREMENTS TI U D -- Results to beVerifiert Front 25'- 0° �►r �tu�iris�e�fi�;+-- — Side Interior T- 6" Side Street 7'-6"Rear r4tv 15 q,��, OCCUPANCY GROUP Occupancy Group r R-3 ) # 18 ~' 1 125 SYMBOLS 101 ?R@? Room Marne !01 150 of 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 ARCHITECTURE Windows Tags 177-7-7-71 Existing Wall- to Remain o Door Tags Existing Wall- to be Demolish New Wall- Concrete Wall 6" or 8" Revision Tag ® New Wall- GypsumBoard with Studs o New Wall- CMU Blocks Stair Tag I/ Room Tag With Area C"]r 0 Detail Number Section Head - Filled CallOut Head II _rr� Door Windows Toilets Sink Mount Shower Tub 30" x 60" Vanity Washer & Dryer Combo - N.I.C. PLUMBING If, Double Elbow PVC SCH 40 El Cap PVC SCH 40 Reducing Coupling PVC SCH 40 Cross PVC SCH 40 r' Elbow PVC SCH 40 T Tee PVC SCH 40 171 Wye 45 Degree Bend PVC SCH 40 I Wye Combination Bend PVC SCH 40 MECHANICAL D Duct Fitting Rectangular Tee El Duct Fitting Rectangular Elbow Duct Fitting Cap Duct Fitting Rectangular Transition AHU - Air Handing Unit ® Exhaust Fan ELECTRICAL Mark Recessed mounted Ceiling Light Fixture Mark Wall mounted Light Fixture, mounting height as indicated Mark $CD Switches - circuit base ;nark Switches- Dimmer - mounted at 48" AFF. Mar k IUR. Switches- Door - mounted at 48" AFF. Mark ;a Switches- four Way- mounted at 48" AFF. Mark 'rsP Switches- Pole - mounted at 48" AFF. Marti; �3 Switches- Three Way Mark 11- Switches- Timer -� Recessed or surface mounted Electrical Panel Single Receptacle -120 volt, 1 Phase, 3 Wire Wall mounted at 18" AFF 4P Duplex Receptacle -120 volt, 1 Phase, 3 Wire Wall mounted at 18" AFF Single Receptacle -240 volt, 1 Phase, 4 Wire Wall, mounted at 18" AFF Duplex Receptacle - Ground Fault -120 volt, 1 Phase, 3 Wire Wall mounted at 18" AFF (RwF Duplex Receptacle -Water Proof -120 volt, 1 Phase, 3 Wire Wall mounted at 18" AFF CONTRACTOR NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE PROCEEDING WITH WORK. IF ANY DISCREPANCIES, ERRORS OR OMISSIONS SHOULD BE ENCOUNTERED ON PLANS. CONTRACTOR SHALL NOTIFY ARCHITECT BEFORE ANY PART OF THE WORK IS STARTED SO THAT PROPER CORRECTIONS ARE MADE. IF ARCHITECT IS NOT NOTIFIED PRIOR TO COMMENCING OF THE WORK. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ANY DISCREPANCIES. ERRORS AND/OR OMISSIONS. * ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. * IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT. THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. * CONTRACTOR SHALL NOT USE FOR CONSTRUCTION PURPOSES ANY DRAWINGS THAT WERE ADVANCED TO HIM PRIOR TO THE START OF CONSTRUCTION. ALL PLANS BEING USED BY CONTRACTOR SHOULD BEAR A STAMP WITH THE LABEL: "FOR CONSTRUCTION ONLY" SIGNED BY ARCHITECT. * GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE TENANT AND ARCHITECT * GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS OTHERWISE NOTED. * GENERAL CONTRACTOR SHALL OBTAIN PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS REQUIRED, UNLESS OTHERWISE NOTED. * GENERAL CONTRACTOR SHALL CHECK IN WITH AND COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT PERSONNEL. * GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER, LIGHT AND TELEPHONE IN ACCORDANCE WITH LANDLORD'S AND TENANTS REQUIREMENTS. *GENERAL CONTRACTOR SHALL REMOVED ALL THESE ITEMS AT THE COMPLETION OF WORK ORAS REQUIRED. * GENERAL CONTRACTOR SHALL HAVE TENANT'S SPACE CLEANED UPON COMPLETION OF WORK BY A PROFFESSIONAL CLEANNING SERVICE. * GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS INCLUDING ALL REVISIONS AND ADDENDA. * GENERAL CONTRACTOR SHALL HAVE AT ALL TIME IN SITE OFFICE COPY OF ALL ENDORSEMENTS AND PERMITS OF THE PROJECT AT A VISIBLE PLACE. 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com ooituiffill w iz N , r7$g7� '•' .. cc .IzV_E OF O F t� �At IF THESE DRAWINGS OR ANY PART THEREOF IS RE?ROOUCEO VimiOUT rdE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON So 004103 WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMIAISSiO& ALL DESIGNS AND DRAWINGS HERE IN AND PRIIITS ISSUED BY rriE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF'rHEARCHRECTS ANO SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT rHE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. Property Owner: CAMSAVE LLG Project Calific ttion MR -2 Flood Map: 12117C 0070F Agency: 09/28/07 Permit Number: Folio num: Ocupancy Group: R-3 Cede Compliance: Florida Building Code 6th Edition (2017) Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing National Electric Code (NEC) Compliance Method FBCE 2017: Compliance Method FBCE 2017 FBG 107.2.1. Scope of Mork - No. Description Date 1 Codes were 05/24/18 rereTrc properly 2 --------The occupancy group Oa/2-4/187- - - - 5/2-4/18..._ was -change #o- x-3 CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 1W 15TH ST, SANFORD, FIL 32771 Title Sheet 1/8" = 1 '-0" 25/5/2018 8:10:27 p. m. 08 50 00 - Window Schedule Windows Co Dimension Opening Dimension Type un Rough Rough Head Sill Type Wind Expos Mark t Description Width Height Width Height Height Height Comments Speed ure Zone Area Wind Pressure W-1 3 Vinyl Windows 4'-51 5' - 3" 4' - 51/2" 5'- 3 1/2"' 6' - 8" 1' - 5" Egress 139 139 C C 4 5 23 SF 16 SF +24.31, -26.49 +24.93, -32.87 W-2 4 Vinyl Windows 3' -1" 5' - 3" 3' -1 1/2" 5' - 3 1/2" 6' - 8" 1' - 5" Egress W-3 2 Vinyl Windows 2' - 3 1/2" 5' - 3" 2' - 4" 5'- 3 1/2" 6'- 8" 1' - 5" 2' - 4" 139 139 C C 5 4 12 SF 7 SF +25.40, -33.80 +25.63'.27.73 W-4 2 Vinyl Windows 2'-31/2" 31.2" 2' - 4" 3'- 2 1/2" 6' - 8" 3'- 6" Tempered W-5 2 Vinyl Windows 1' - 7" 3'- 2" 1'- 7 1/2" 3' - 2 1/2" 6'-8" 3'. 6"139 4 Pocket Door C 4 5 SF +25.63'.27.73 08 10 00 - Door & Frames Schedule _ ype Rough Rough lark Count Description Width Height Thickness Width Height Area D-1 1 Aspen Inswing Door Double 5'- 8" 2' - 0" 6'- 8 1/2" 61-811 0' - 2 1/2" 0' -1" 5' -11" 2' - 2" 6' -10" 38 SF D-2 1 Steel Bifold Door 13 SF D-3 3 Steel Bifold Door 5' - 0" 61-8 0' .111 1" 4' .2" 5. ALL GLASS EXTERIOR DOORS TO HAVE FLORIDA APPROVED 33 SF D-4 2 Steel Bifold Door 1' - 6" 61- 8" 01-111 2' - 2" F. HARDWARE BY MANUFACTURER 10 SF D-5 3 Smooth 2 -Panel Solid Core Primed Molded Prehung Interior Door 2' - 4" 61- 8" 0' -1 1/2" 2'- 6" 6' -10" 16 SF D-6 6 Smooth 2 -Panel Solid Core Primed Molded Prehung Interior Door 2' - 10" 61-811 0' -1 1/2" 3'- 0" 6' -10" 19 SF D-7 1 Pocket Door 2' .811 6'- 8" 0' -1 1/2" EXTERIOR, AND FIRE -RATED DOORS. PF MTL - PERFORATED METAL PTD - 18 SF D-8 4 Pocket Door 3' - 0" 6' .8v' 0' -1 1/2" 31- 2" 15. DOOR OPENING FORCE - 5 LBF FORCE TO OPEN MAX. 20 SF D-9 1 Garage Door 161 - 0" $' - 0" 0'- 2" 01-011 8'- 0" 1128 SF (V cr0 5/8' 2'-0" 5' w 2'-6" 3'-0" 5' - 7' W-2 1�I �r I VIII_IIID IN h W-3 W-4 W-5 2'- 3 1/2" 2'- 3 1/2" k ,° (V N rId d ch 0 U � SU Windows, Legend D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 EXTERIOR DOOR POCKET DOOR POCKET DOOR Door Legend -- SII ❑�-_-CIC II J❑ D-9 GARAGE DOOR 4 3/4" Door Head Woad Detail_ - 4 3/4" Wall �J 3" = 1'-0" ROUGH CARPENTRY Wood Stud Wall GYPSUM BOARD ASSEMBLIES Corner Bead GYPSUM BOARD ASSEMBLIES C�� Door lateral Jamp Detail - 4 7/8" Wall J 3" = 1'-0" 4 1/2" Closet Door Details 4 1/2" 3" = 1'-0" ROUGH CARPENTRY Wood Stud Wall GYPSUM BOARD ASSEMBLIES Corner Bead GYPSUM BOARD ASSEMBLIES ROUGH CARPENTRY Metal Stud Wall GYPSUM BOARD ASSEMBLIES GYPSUM BOARD ASSEMBLIES Corner Bead 5/8" gyp. board, see finish schedule framing shown for reference only TA08 steel casing flat stud framing required at pock door rete door (y others), s door Schedule -- Timely pre-flnl5hed \ knockdown (KD) po door frame heat treated ca5inc retainer, clip drywall screw ( I ) next to every (7l POCKET DOOR TRIM - JAMB clip 311 DOOR NOTES .°/ TYPICAL DOOR NOTES ; F1Ced q 1. ALL DOOR HARDWARE TO BE SELECTED BY OWNER/ARCHITECT. r b47(tF1 CONTRACTOR TO SUBMIT SCHEDULE FOR ARCHITECTS REVIEW k iF k{IjSv` •t1{' " PRIOR TO INSTALLATION. E fP¢)"yllkE dk 2. ALL DOOR HARDWARE FINISHES SHALL SELECTED BY OWNER/ARCHITECT. HARDWARE 3. ALL INTERIOR WOOD DOORS TO BE PAINTED, SUBMIT PAINT 4 FINISH SAMPLES FOR APPROVAL A. ENTRY KEY LOCK & ONE- MOTION 4. ALL EXTERIOR DOORS TO HAVE FLORIDA PRODUCT APPROVAL. DEADBOLT 5. ALL GLASS EXTERIOR DOORS TO HAVE FLORIDA APPROVED B. KEY LOCK IMPACT GLASS, CONTRACTOR TO SUBMIT PRODUCT APPROVALS C. PRIVACY LOCKSET 6. ALL INTERIOR DOOR WIDTHS TO BE 1 3/8" UNLESS OTHERWISE D. PASSAGE SET NOTED. E. DOOR CLOSER 7. ALL EXTERIOR DOOR WIDTHS TO BE 1 3/4" UNLESS OTHERWISE F. HARDWARE BY MANUFACTURER NOTED. TO BE SELECTED BY OWNER/ARCHITECT 8. ALL AIR HANDLER CLOSET DOORS TO HAVE LOUVERED METAL :ral7 DOORS. 43.47 -41.34 9. PROVIDE MIN. 3 HINGES PER DOOR W/ SECURITY NON -56J.k) REMOVABLE HINGES FOR EXTERIOR DOORS BY STANLEY OR ABBREVIATIONS APPROVED EQUAL 10. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN HC -HOLLOW CORE CAN OPEN THE DOOR FROM INSIDE THE CLOSET. AS PER NFPA 101 SC - SOLID CORE 11. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT / THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN LV - LOUVER EMERGENCY AS PER NFPA 101. HM - HOLLOW METAL 12. DOOR CLOSERS ARE REQUIRED ON ALL ADA BATHROOMS, i EXTERIOR, AND FIRE -RATED DOORS. PF MTL - PERFORATED METAL PTD - 13. HARDWARE SCHEDULE TO BE SUBMITTED FOR ARCHITECTS PAINTED APPROVAL / 14. VERIFY ALL DIMENSIONS ON SITE PRIOR TO MANUFACTURE DFD -DOUBLE FRENCH DOOR SFD - DOORS. SINGLE FRENCH DOOR CLR ANNOD - 15. DOOR OPENING FORCE - 5 LBF FORCE TO OPEN MAX. CLEAR ANODIZED 16. ALL RATED DOORS SHALL BE SELF-CLOSING AND LATCHING -w;1J,'lt1 17. PROVIDE I.R. KEYING SYSTEM OR EQUAL. -25.54 ALLOW FOR KEYING TO BE KEYED INDIVIDUALLY -PROVIDE MASTER i KEY FOR BLDG OWNER 500sgft 18. ALL DOUBLE DOORS SHALL HAVE ASTRAGALS AND 20r COORDINATORS / EGRESS. 5' w 2'-6" 3'-0" 5' - 7' W-2 1�I �r I VIII_IIID IN h W-3 W-4 W-5 2'- 3 1/2" 2'- 3 1/2" k ,° (V N rId d ch 0 U � SU Windows, Legend D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 EXTERIOR DOOR POCKET DOOR POCKET DOOR Door Legend -- SII ❑�-_-CIC II J❑ D-9 GARAGE DOOR 4 3/4" Door Head Woad Detail_ - 4 3/4" Wall �J 3" = 1'-0" ROUGH CARPENTRY Wood Stud Wall GYPSUM BOARD ASSEMBLIES Corner Bead GYPSUM BOARD ASSEMBLIES C�� Door lateral Jamp Detail - 4 7/8" Wall J 3" = 1'-0" 4 1/2" Closet Door Details 4 1/2" 3" = 1'-0" ROUGH CARPENTRY Wood Stud Wall GYPSUM BOARD ASSEMBLIES Corner Bead GYPSUM BOARD ASSEMBLIES ROUGH CARPENTRY Metal Stud Wall GYPSUM BOARD ASSEMBLIES GYPSUM BOARD ASSEMBLIES Corner Bead 5/8" gyp. board, see finish schedule framing shown for reference only TA08 steel casing flat stud framing required at pock door rete door (y others), s door Schedule -- Timely pre-flnl5hed \ knockdown (KD) po door frame heat treated ca5inc retainer, clip drywall screw ( I ) next to every (7l POCKET DOOR TRIM - JAMB clip 311 DOOR NOTES .°/ TYPICAL DOOR NOTES ; F1Ced q 1. ALL DOOR HARDWARE TO BE SELECTED BY OWNER/ARCHITECT. r b47(tF1 CONTRACTOR TO SUBMIT SCHEDULE FOR ARCHITECTS REVIEW k iF k{IjSv` •t1{' " PRIOR TO INSTALLATION. E fP¢)"yllkE dk 2. ALL DOOR HARDWARE FINISHES SHALL SELECTED BY OWNER/ARCHITECT. HARDWARE 3. ALL INTERIOR WOOD DOORS TO BE PAINTED, SUBMIT PAINT 4 FINISH SAMPLES FOR APPROVAL A. ENTRY KEY LOCK & ONE- MOTION 4. ALL EXTERIOR DOORS TO HAVE FLORIDA PRODUCT APPROVAL. DEADBOLT 5. ALL GLASS EXTERIOR DOORS TO HAVE FLORIDA APPROVED B. KEY LOCK IMPACT GLASS, CONTRACTOR TO SUBMIT PRODUCT APPROVALS C. PRIVACY LOCKSET 6. ALL INTERIOR DOOR WIDTHS TO BE 1 3/8" UNLESS OTHERWISE D. PASSAGE SET NOTED. E. DOOR CLOSER 7. ALL EXTERIOR DOOR WIDTHS TO BE 1 3/4" UNLESS OTHERWISE F. HARDWARE BY MANUFACTURER NOTED. TO BE SELECTED BY OWNER/ARCHITECT 8. ALL AIR HANDLER CLOSET DOORS TO HAVE LOUVERED METAL :ral7 DOORS. 43.47 -41.34 9. PROVIDE MIN. 3 HINGES PER DOOR W/ SECURITY NON -56J.k) REMOVABLE HINGES FOR EXTERIOR DOORS BY STANLEY OR ABBREVIATIONS APPROVED EQUAL 10. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN HC -HOLLOW CORE CAN OPEN THE DOOR FROM INSIDE THE CLOSET. AS PER NFPA 101 SC - SOLID CORE 11. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT WD - WOOD THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN LV - LOUVER EMERGENCY AS PER NFPA 101. HM - HOLLOW METAL 12. DOOR CLOSERS ARE REQUIRED ON ALL ADA BATHROOMS, ALUM - ALUMINUM EXTERIOR, AND FIRE -RATED DOORS. PF MTL - PERFORATED METAL PTD - 13. HARDWARE SCHEDULE TO BE SUBMITTED FOR ARCHITECTS PAINTED APPROVAL SLD - SLIDING DOOR 14. VERIFY ALL DIMENSIONS ON SITE PRIOR TO MANUFACTURE DFD -DOUBLE FRENCH DOOR SFD - DOORS. SINGLE FRENCH DOOR CLR ANNOD - 15. DOOR OPENING FORCE - 5 LBF FORCE TO OPEN MAX. CLEAR ANODIZED 16. ALL RATED DOORS SHALL BE SELF-CLOSING AND LATCHING -w;1J,'lt1 17. PROVIDE I.R. KEYING SYSTEM OR EQUAL. -25.54 ALLOW FOR KEYING TO BE KEYED INDIVIDUALLY -PROVIDE MASTER KEY FOR BLDG OWNER 500sgft 18. ALL DOUBLE DOORS SHALL HAVE ASTRAGALS AND 20r COORDINATORS itfi.!f EGRESS. 33.93 COMPONENT AND CLADDING LOADS FOR A S•U1JLUINd-WITH MEATI ROOF IIEIGHTOF 2U FEET LOCATED IN sp�c;�lgonuer,, ran; EXPOSURE C\(p f) (Yer Tp©JeR3fJd.2(2%•'Fa�fa fi�D 2(3)Fforrdaf7uildrng Code 7 rii K0�p it2 J)fiesiden rialjano{�SCE�SEf 7-1DFIGL'A.c'30.$•3 (con c'oj atsry�luaJ ur Cvwpenell i=rmdC/addin &F:rFlJd3 /� aacprganc�TxlthJ g' (,?2.344-347)sn}„,u<¢nenrFacrvrfor.BuiJd!irgHeagrirand6r v>urs) -:AaI;CT , .°/ 50 ; F1Ced q Z(?I14 r b47(tF1 Wt" k iF k{IjSv` •t1{' " EXPOSVItE,C E fP¢)"yllkE dk EXPU54JItiE C:,, 10 5gft 4 ZD 140 mph t,`.i.:i'. 3ri.20 45.54 -d9:28 543 59.7.7. 27.32 -29.57 .`- The wind design !;peed 20 sgfit 4 29�- '140 mph :ral7 '6 70 43.47 -41.34 32s? d -56J.k) 26 08 -28:41 50 sgft 4 0 140 mph 3?,t-0 31,4,60 40.76 '-44.63 4� 9< -5163 24.46 -26.78> 100 waft 4 ' p '140 mph r3.r :l3 '0 38.70 -42.51 4,aj.50 -w;1J,'lt1 23:22 -25.54 500sgft 4 20r 140 rnph itfi.!f 19.30 33.93 -37.80 40,77 -4!5,I2 20:36 -22.68 IU sgftS ZD 140 mph. /,#0 -17?.;? ! 45.54 -60.89 `:rT.722 7:4. tri 27.32 -36.53 20 sgft 5 140mph 3:'. irk z:!.0f; 43.47 -56.76. 52:24 4AUD 26.08 -34:06 50 sgft 5 -)0 140 mph ;'1.It ' art Fit? 40.76 -51.34 48.99 6169 - 24.46 -30,81 1U0 5gft 5 20' 140 mph ::0.t t 36i AJ 38.70 -47.34 46.50 5 6. 19 23.22 -28.41 500 sciftl 5 20 140 mph l ;:.5 ,S'mt 33.93 1 -37.80 40.77 -45,42 120,361 -22.68 G 5,t?.sgft 1 "< 20,. 170 mph:,: t a 30d 2071 -33.96 �S, Ft i ;w 12.4E 28.37; 100.sgft J 20 l47j r K+Ct... 1I).° _? Til C06 10 00] ROUGH CARPENTRY Wood Stud Wall 09 21 16 GYPSUM BOARD ASSEMBLIES Corner Bead 21161 GYPSUM BOARD ASSEMBLIES Door lateral Jamp Detail - 4 7/8" Wall -- 311 = 1'-011-- ASPIRE DOUBLE HUNG WINDOW (7 105) Vertical Section l --� DAYLIGHT -JAMB/ UNI -- ---ROUGH OPEN_ - ASPIRE ASPIRE DOUBLE HUNG WINDOW (7105) Horizontal Section .°/ 50 v - A� `1DD Q 1� zo 23.87 -1 w.1; 20.77 ._t `1fJQ ":+ARH`s744tagitffo�fie(gnt Aspire Series r 11/16" C06 10 00] ROUGH CARPENTRY Wood Stud Wall 09 21 16 GYPSUM BOARD ASSEMBLIES Corner Bead 21161 GYPSUM BOARD ASSEMBLIES Door lateral Jamp Detail - 4 7/8" Wall -- 311 = 1'-011-- ASPIRE DOUBLE HUNG WINDOW (7 105) Vertical Section l --� DAYLIGHT -JAMB/ UNI -- ---ROUGH OPEN_ - ASPIRE ASPIRE DOUBLE HUNG WINDOW (7105) Horizontal Section ASPIRE DOUBLE HUNG WINDOW Horizontal Stack Section - Tran / DH ASPIRE DOUBLE HUNG WINDOW Vertical Mull Section - OH / DH tea! u. 16111� I� , 18191 Nw 68 AVE), Office 204, h4iaiT», FI 33015 Telephone (305) 900-5647 Email: cost umerservicesgsdp-us.com �y��ti!►llltlj�f � � r N.7Qb r; +aa: # • * r r or tlilllil IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMIAISSIOfL ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. Property Owner: CAMSAVE LLC Project Calificatioln MR -2 Flood dap' 12117C 007OF Vigeftcy: 09/28/07 Permit Number: Folio num!: Ocupancy group: R-3 Code Compliance: Florida Building Code 6th Edition (2017) Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing National Electric Code (NEC) Compliance PAetnod F3CE 2017 FBC 107.2.1. Scope of Work - No. Description Date 5 Plans were revised for 05/24/18 consistency -and -structural-details-were pro-vided ... CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Schedules & Legends t v - -' h'3�3ttt, 23.87 -1 w.1; 20.77 ._t .`- The wind design !;peed way modified to be con,istent with the wind Fpe,ed for r_Ity Of Sanford ASPIRE DOUBLE HUNG WINDOW Horizontal Stack Section - Tran / DH ASPIRE DOUBLE HUNG WINDOW Vertical Mull Section - OH / DH tea! u. 16111� I� , 18191 Nw 68 AVE), Office 204, h4iaiT», FI 33015 Telephone (305) 900-5647 Email: cost umerservicesgsdp-us.com �y��ti!►llltlj�f � � r N.7Qb r; +aa: # • * r r or tlilllil IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMIAISSIOfL ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. Property Owner: CAMSAVE LLC Project Calificatioln MR -2 Flood dap' 12117C 007OF Vigeftcy: 09/28/07 Permit Number: Folio num!: Ocupancy group: R-3 Code Compliance: Florida Building Code 6th Edition (2017) Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing National Electric Code (NEC) Compliance PAetnod F3CE 2017 FBC 107.2.1. Scope of Work - No. Description Date 5 Plans were revised for 05/24/18 consistency -and -structural-details-were pro-vided ... CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Schedules & Legends NORTH R/W LINE FND 1/2" j RON ROD S - i �---- -- --- WEST 15TH,5TREET- - ---- --- U' 589°57'55"W4G.01 '(M) C'L MEASURE FROM CENTER OF MANHOLES -------------------- ....... --------------------- -�0' PLATTED RIGHT-OF-WAY-------- . O O/ w w 0 = ASPHALT ROADWAY '..�.. Q 0 Y 0 0 00 00 /./ z z N90°00' 00"E 132.00'(D) EDGE OF PAVEMENT % 1\190`00'00"E 132.80'(M) WATER ❑ / WATER ju l MCTEP. � .I _ � ML-TrP. u 5Er I/2" IRON ROD ,� CAP 1-136121 SOUTH F/W LINE -O _ ELOOD ZONE 1 N EO_KMATI ON _ _ _ (FOR INFORMATIONAL_ PURP05E5 ONLY) SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE X, AREA OUTSIDE OF THE 100 YEAR FLOODPLAN, LAST REV15101\1 DATE 09/28/07 LEGEND A/C -Air Conditioner C -Calculated CL -Centerline- C15 CenterlineCB -Concrete Block CM -Concrete Monument CONC -Concrete COV-Convered D -Description P -Plat PB -Plat Book PC -Point of Curvature P1 -Point of Intersection POB -Point of Beojinning POC -PoirrL of Corn rriencerne,nL PP -Power. Pole PRC -Point of Reverse Curvature DE -Drainacje Easement PRM -Permanent Reference Monument DUE -Drainage � Utility Esrrit R -RadluF) D/W -Driveway ESMT -Easement RAD -Radial R*C -Rebar * Cap FFE -Finished Floor Elevation RFD -Roofed FND -Found UE --Utility Easement LIP -Iron Pipe -Length (Arc) M -Measured N*D -Nail * Disk NR -Non-Radial OHU -Overhead Utility Line ORB -Official Records Book. WM -Water, Meter, -Della (Center AricJle) — ❑ — -Wood/PVC Fence — O -- - Chain Link Fence EO - Proposed Surface Dralnacje Direction 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com JAj4 LIJUJI, '� A .6. 1 (�r x� .'781370\.��*+ A V + 4 i OR IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN ARID PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. F 0 '107.2.1. Scope of Work - No. Description Date 2 The occupancy group 05/24/18 was -change to R=3 CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Site Plan As indicated 25/5/2018 8:10:42 p. m. Room Legend 311 G" = P-0' 41,�p iF4 -'K Hall bath 85 5F Kitchen Storage Laundry 3 Linen 17 51' Living room Room Schedule W Name Area I Porch 85 5F 2 Storage 19 SF 3 Air Handler 17 51' 4 Laundry 60 5F 5 Hall 1 12 SF G Garage 5 10 5f 7 Dining 148 5F 8 Kitchen 1 3 1 5F 9 Living Boom 287 51' 10 I I Bedroom 1 CL 147 SF 16 SF 12 Hall 255 51' 142 51' 13 Bedroom 2 14 CL 14 5F 15 Master Bedroom I G3 51' 17 Linen 2 SF 18 Master Bath 39 5F 19 WIC G3 5F 20 2 1 CL 14 5F Bedroom 3 I G 15F 22 Flex Room I G5 SF 23 Back Porch 7G 51' 24 Hall Bath 35 5F 25 2G Hall Bath 32 51' Master Bath 47 51' 27 Linen 7 5F Grand total: 2G 2746 5F 5 11 91'- I I" im_ 11-.1 Area Schedule (Gro55 Building) Name I Area Living Area 2277 SF Garage 535 5F Porch 64 SF Back Porch 72 SF Grand Total 2968 SF First Floor, buildinoj /area Legend M�� 9 back Porch s� �' Garage al°0111LI vl n q Area Porch J 'Eqt z AM, 18191 Nw 68 Ave, Office 204, Miarni, FI 33015 Telephone (305) 900-5647 Email: costumerseriices a sdp-us.com A. ''Alf '� �. •, d � U \ fA(g OF r i �� Al M, Cy0``� l�lCttti�4ti IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED VarriOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOOM WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULLGOIAMISSIOtL ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHrrECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBG 10721. Scopf,, of Work - No. Description Date CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Floor Plan Rooms NOT FOR CONSTRUCTION Project Number 2017-06-28 Date ISSUe Date Drawn By Author Checked By checker Scale 3/16" = 1'-0" 0 w N Property Line N� 56- 1 1 1/2" C C c' A..._.... ................ ..._... I'-?. I/?" 2' I/2., IB' -3" ��J11 ,_G„ 1, 7„ t3'- 10 I12„ 3, I„ ....._. I_II.-z _. 2,_ I/2" ._... _. . 0 Iv -1-25.40, -3:3.80 F5F +25.G3. -27.73 F5F { +25.63, -2%.%3 FSF EGRF55 w 24.93, 32.87 FSF — ro .p +24.31, -2G.-19 F -5f _ p ' c I i �W Zr IP -61/2° / �'_ °,_3„ I'-9 /z" --O 5i 6 I'�,I t/2 I ..�I IL .... — I _ _ s isUl N 1 1 n C7 0 (0 W 70 3 22„ 3 6,_�, I QI / 3'-5 1/2" 8'-G 1/2" u LR N D / \(D-3) ` Z ' o / _ m n3 j 3 + 4,56, -32. 18 P5F N D-3 o O (� + 1 CJ 5, - 2" G' 1 /2" 8' - 10 1 /2" 3' 7" I / / lPJ @' - ?— 7'- 4" In to 01 n m ' 011 L 7v_ m o, --un p s N o I S �I 00 CpJ D-5 r 2l i v` N w < n G) +25.53, -27.73 PSF n n W v O N IN) In cn in i o I — — EGRESS ON 0'-.3 24.93,-32.87 F5F +2 8 +2=.31, -2G.49 F5F +24.31, -23.49 FSF 9RERr�o — j c o o I +25.G3. 27.73 F5F S w r U5 3" 31- 1" 0'-G 1/2° 4'_5" _5.. 4,_5" t3'_3" I'-%" 11'-71/2" —SII` _ 2„ X 13' - U. I - 6 j � .. 52' - 6 1 /2" I N � Property Line i FIr5r Floor a W � •P 08 50 00 Window Schedule 08 10 00 - Door & Frames Schedule Windows _ - - ---_ _ Type Rough Rough Co Dimension opening Dimension Mark Count Description Width Height Thickness Width Height Area Type un Rough Rough Head Sill Type Wind Expos MarkDescription Width Height Width Height Height Height Comments Speed ure Zone Area Wind Pressure D-1 1 Aspen Inswing Door Double 5 6'- 8 1/2 0' 2 1/2" 5' -11" 6' -10" 38 SF W-1 3 Vinyl Windows 4' - 5" 5' - 3" 4'- 5 1/2" 5'- 3 1/2" 6'- 8" 1'- 5" Egress 139 C 4 23 SF +24.31,.26.49 W-2 4 Vinyl Windows 3'-1115' - 3" 3' -1 1/2" 5' - 3 1/2" 6'- 8" 1' - 5" Egress 139 C 5 16 SF +24.93, -32.87 W-3 2 Vinyl Windows 2'- 3 1/2" 5' - 3" 2' - 4" 61- 8" 1' - 5" 139 C 5 12 51- +25.40, -33.80 W 11 -4 2 Vinyl Windows 2'- 3 1/2" 3' - 2" 2'.4" 3'- 2 1/2" 6' - 8" 3' - 6" Tempered 139 C 4 7 SF +25.63, -27.73 W-5 2 Vinyl Windows 1' - 7" 30-2" V-7112" X-2112" 6' - 8" 31-61f-- Of"RUL ■ � � — - - ' - 8" " y D-2 1 Steel Bifold Door Steel Bifold Door 2' - 0" 6' - 8" 0' -1" 2' - 2" 13 SF D-3 3 5' � 0" 1' - 6" 6' � 8" 0' -1" 4' - 2" 33 SF D-4 2 Steel Bifold Door 6' - 8" 01-111 2' - 2" 10 SF D-5 3 Smooth 2 -Panel Solid Core Primed Molded Prehung Interior Door 2' - 4" 2' = 10" ---6-1-81'-- 6' - 8" — 0' -1 1/2" 0' =1 1/2" 2' - 6" 3' � 0" 6' -10" 6' -10" 16 SF 19 SF 18 SF D-6 6 Smooth 2 -Panel Solid Core Primed Molded Prehung Interior Door Pocket Door D-7 2' - 8" 6' - 8" 01-11/2-11 D-8 Pocket Door Garage Door 31- 0" 6' .811 0' -1 1/2" 3' - 2" 8' - 0" 20S D-9 139 C 4 5 SF +25.63, 27.73 Of"RUL ■ � � — - - ' - 8" " y D-2 1 Steel Bifold Door Steel Bifold Door 2' - 0" 6' - 8" 0' -1" 2' - 2" 13 SF D-3 3 5' � 0" 1' - 6" 6' � 8" 0' -1" 4' - 2" 33 SF D-4 2 Steel Bifold Door 6' - 8" 01-111 2' - 2" 10 SF D-5 3 Smooth 2 -Panel Solid Core Primed Molded Prehung Interior Door 2' - 4" 2' = 10" ---6-1-81'-- 6' - 8" — 0' -1 1/2" 0' =1 1/2" 2' - 6" 3' � 0" 6' -10" 6' -10" 16 SF 19 SF 18 SF D-6 6 Smooth 2 -Panel Solid Core Primed Molded Prehung Interior Door Pocket Door D-7 2' - 8" 6' - 8" 01-11/2-11 D-8 Pocket Door Garage Door 31- 0" 6' .811 0' -1 1/2" 3' - 2" 8' - 0" 20S D-9 1 16' - 0" 81- 0" 0' -211 01-011 128 SF uIL 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS ARD SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. No. Description Dafe 4 All the plans were 05/24/18 adapted to-be�'�`~pe 1-�OO"Eale-a --- --required -- Floor plaNOT FOR CONSTRUCTION n CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 1/4" - 1'-0" 25/5/2018 8:11:08 p. m. ■ � � N �AAd .j �a k � d � 1 yell 4� 1 1 • : I�, # 4 ,1 � ,�� (I 1/4" - 1'-0" 25/5/2018 8:11:08 p. m. I4'-8" 1- East A2.03 1 2' - 7 1/2" Top Roof , 14'- 7 1/2" Top of Wall d- Ceiling 8'-0" First Floor &- 14,'511 ....... ....._ Top Roof....�� 14' - 7 1/2" Top Roof 4'-71/7" l. 0, -TURZOMM 18191 Nw 68 Ave, Office 204, Miami, A 33015 Telephone (305) 300-5647 Email: costumerser4ces@scip-us.com Gr -N i ;7 %Q , A ; cc i P,r6TE OF IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED YoTT}10UT rrl= CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON 50 00WO WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL CWhIISSMI. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED V THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AHD SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. Property Owner: CAMSAVELLC Project Calification MR -2 Flood Map: 12117C 007OF Vigency: 09/28/07 Permit 'NUmber: Folio num: Octlpancy Group: R-3 Code Compliance: Florida Building Code 6th Edition (2017) Florida Building Code 6th Edition (2017) Residential Florida Building Code 6th Edition (2017) Plumbing National Electric Code (NEC) Compliance Method FBCE 2017: Compliance Method r3Cr 2017 FBC 107.2.1, Scope of Work - No. Description Date 4 All the plans were 05/24/18 adapted -to -be -Y4 -"-per —1 -foot -scale -as r-equir-ed CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Elevations NOT FOR CONSTRUCTION Project Number 2017-06-28 Date ISSIIe Date Drawn By Author Checked By Checker Scale 1/4" = 1'-0" 14'-v"I Dp Roof - 7 1/2" of Wall Ceiling 8'-0" st Floor 0' - 0f.� 1 4' - 8" I - _-1 11-1 111 11=1 I I I I-III=III-III=--III=III III=- 1 4' - b"I op of Wall 8'- 1 1/2 " Ceiling 8'-0" First Floor 0'-0" Top Roof A� 14'-71/2" Top of Wall Ag_ j Ceiling 8' - 0.. First Floor p, _ Q.. 1II=III- Section 4 A2.0�4 Top Roof 14'-71/2" -op of Wall 8'_ 1 Ceiling .._� 8'-0" First Floor A� 0. 0,. R AUWE L"o . 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.cvm itiltiiiiitrr�� ' a l She' t� OL r4`1 KrE- OF IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCEDVaTHOUTTHE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSOU SO CKMG WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL C(MAISSML ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED 3Y THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHMCTS ARD SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC 107.2.1. Scope of Work - No. Description Date 4 All the plans were 05/24/18 -----adapted-to-bel/"-pe 1 -foot -scale -as required CAMSAVF LLC 1811 VV 15TH ST, SAN FO RD CITY 1811 W 15TH ST, SANFORD, FL 32771 Sections NOT FOR CONSTRUCTION Project Number 2017-06-28 Date Issue Date Drawn By Author Checked By Checker Scale 1/4" = 1.4. z r iv F 3'- o" _ o I -i 2'- O" 2'- 6 112" I 2'- I I 112" P- I I " 1 4' - -1 1 //2" Callout I - Kitchen 3/b" I IF -71 " 2' - 1 1 1/2" 3 .05 2' - 1 1 11211 2'- 11 1/2" 2'- G 1/2" 2' - O" Kitchen - Section I 2' - O" 2' - n" Kitchen - Section 2 3E) View Kitchen I` )-5 5 A2.05 r a 9 A2.05 1 112" D-8 _0 � Callout 2 - Master Bath 22 40 00 - Plu Type Mark Count mbing Fixture Schedule Copy 1 Family P-1 4 Sink -One Piece -Kohler -Tresham -2979 8 P-2 2 P13 -Toilet P13- Shower P-3 1 F, 1/ 1 BathTub-Rectangular-RR01 o P-5 $ 1 M Sink Kitchen -Triple P-6 1 Shower Assembly -Trim -Kohler -Sheet Flow -(T14670-4) P-7 4 Mirror-Kohler-Fvandale-2746 P-8 4 PB -Vanity -Petite -Kohler -Tresham -2604 TOILET SLAT P-9 2 P-10 4 _ Faucet -Lavatory- Koh ler-Retinia-(5317-4) P-11 _ _ 7 M Desague de suelo - Redondo II �� IIIIIIIIIII 2'- 11 1/2" �I'-4" -�- 10 $£,3v4:`u �� 1_111 3'-3 1/2" xv...'',zv `. J_TI _—III III 3'-5 1/2" 3'-3" Kitchen - Section I 2' - O" 2' - n" Kitchen - Section 2 3E) View Kitchen I` )-5 5 A2.05 r a 9 A2.05 1 112" D-8 _0 � Callout 2 - Master Bath 22 40 00 - Plu Type Mark Count mbing Fixture Schedule Copy 1 Family P-1 4 Sink -One Piece -Kohler -Tresham -2979 8 P-2 2 P13 -Toilet P13- Shower P-3 1 P-4 1 BathTub-Rectangular-RR01 P-5 1 M Sink Kitchen -Triple P-6 1 Shower Assembly -Trim -Kohler -Sheet Flow -(T14670-4) P-7 4 Mirror-Kohler-Fvandale-2746 P-8 4 PB -Vanity -Petite -Kohler -Tresham -2604 TOILET SLAT P-9 2 P-10 4 _ Faucet -Lavatory- Koh ler-Retinia-(5317-4) P-11 _ _ 7 M Desague de suelo - Redondo P-13 10 PF- Angular Valve 1/2" P-14 4 -------- PF- Grid Drain 1-1/4" P-15 4 -- --- ------ PF- P- Trap - Sink 1-1/4" P-16 8 2 PF- Flexible Hose Sink P-17 PF- Flexible Hose Toilet Grand total: 59 131 -1 + I/2" 1 13'- 1 1 1/2" P-5 1/2" P-5 1/�J'i 7 112" 2'-C-," i9 Q P-1 9J P-1 (P-4)�P-2— —1 6 A2.05ol Callout 3 -Bath P-1 u u u P-2) ( P-4 1'- 5 1/2" ',P-1 8 '\h`1 3 \ Master Bath - 5ection I A2.05 3/8 = 1'-a' 9' - 3 1 /9" Batl-i - Section 2 v Meter BaL -i - 5ection 2 <3 Bath - Section I 18191 Nw 68 Avo, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com TT E OF1,11J !,p[tiil IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COhIMISSIOIL ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THEARCHIECT$ AfiD SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT Tr{E Wi£ FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC 107.2.1. Scope of Work - No. Description Date CAMSAVF LL C 1 811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Bl®wUp floor Plan NOT FOR CONSTRUCTION I I� / P/ / / / / <3 Bath - Section I 18191 Nw 68 Avo, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com TT E OF1,11J !,p[tiil IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COhIMISSIOIL ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THEARCHIECT$ AfiD SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT Tr{E Wi£ FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC 107.2.1. Scope of Work - No. Description Date CAMSAVF LL C 1 811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Bl®wUp floor Plan NOT FOR CONSTRUCTION Panel Electrical Legend Mark Rece55ed mounted Ceding Light Fixture Mark Will mounted Light Fixture, mounting height a5 indicated Mar k�a Switches -circuit base .. i r Mar k$ p 5witche5- Dimmer -mounted / I;._ ....... ...,. ,v /� Mar, at 48" AFF. / A�� {\� o Switches- Door' - mounted at I> 1 48" AFF. a Mar _,.. .... _....:u....,,-.._ I .:) a... _.,..._a: .._..m...,__..V._._. ....�I ._,.... .,...,,, .w_.-.. ..,...,w._w,� -.;\1 7 � ,•� k Switche5- four, Way- mounted at 48" AFF. Mar Switche5- Pole -il 5F - mounted at 48" AFF. � Mar � W � Switches- Three \ Way Mar / (I� Switches- Timer tt ;. S „ / mourtted Electrical Panel CG ._ pt WP iv�ceacle - 120 volt, Phase, 3 Wire Wall mourtted at 18 AFF \; Duplex Receptacle - 120 volt, I ii Phase, 3 Wire Wall mounted at i18 FF A 12 Single Receptacle -240 volt, I 111 Phase, 4 Wire Wall, mounted at JJi 18" AFF Duplex Receptacle -Ground / ; 1 GGFI , v 9U'F0 Fault - 120 volt, I Phase, 3 Wire Wall mounted at 16" AFF --►---I Duplex Receptacle -Water �wP Proof - 120 volt, I Pfta5e, 3 /'`� f �;1 \ Wire Wall mounted at 18" AFF A 2G 24 00 - Electrical Circuit Schedule W re --- -- Circuit Number Number of Polee. F;at",g Voltage - - 5¢e Load Cla551fication Number of Dcment5 225A, 120 V/240 V. Single Pha•e, 3 Wires - -- - 120 A 120 V 11112, I -1112, 1 -111 2 TIIHN G,5' - 5" NEC 220.42 - Lighting Load5 NEC 220.42 - Lighting Loads 9 3 225A, 120 V/240 V. 5my1e Phase, 3 Wire , 2 1 20 A 120 V 1412, 1412, 1412 THHN 33' 5 1/2" 225A, 120 V/240 V, 5vigle Phase, 3 Wires 3 1 -- 20 A 120 V 1412, 412, 1412 ThItIN 501- 7" Other; NEC 220.42 - Llghtm(g Loads 8 225A, 120 V/240 V, 5ngle Phase, 3 Wre5 4 1 20 A 120 V I -11 12, 14112, 1 -/f 12 THHN THHN 130' - 9 1/2" 9 P - I 1/2" Other; NEC 220.42 - Llgfltmcj Loads JO 225A, 120 V/240 V, Single Plisse, 3 Wire:3 5 1 20 A 120 V 1-// 12, I -// 12, 1 -/1 12 Other; NEC 220.42 - Lighting Load5 10 225A, 120 V1240 V, Single Phase, 3 Wirer, G 234'- 5" 20 A 120 V I-1112, I -,r{ 12, I- 12 THHN --- THHN F35'- 5 1/2° NEC 220,42- Lighting Load5 6 225A, 120 W240 V. Single Phase, 3 W"e5 7 20 A 20 A 120 V -- 1 1112, 1412, 1412 130'- 1 I/2" NEC 220.42- Lighting Load5 12 3 225A, 120 W240 V. Single Phase, 3 W"e5 8 20 A 120 V 1412, 1 41 2, 1412 THHN G,&- 4 112" NEC 220.14(l) - Other Outlets 225A, 120V1240V, 5ingle Phase, 3 Wrev' 9 20 A 120 V 1-1112, 1412, 1412 THHN THHN 70- 8" 48' - :3" NEC 220. 14(l) - Other Outlet5 NEC 220. 14(1) -Other Outlets 3 2 225A, 120 W240 V, Single Phase, 3 W"'e5 10 1 20 A 120 V )-#;2, 1412, 1412 225A, 120 V1240 V. Single Fhase, 3 Wre5 I 1 I 20 A 120 V 1412, 1412, 1412 rHHN 2 P - I 1 112" NEC 220. 14(1) -Other Outlets 2 225A, 120 V/2A0 V. single Pha�e, 3 Wre5 12 20 A 120 V I -81 2, 1-11 1 2, T-# 2 - _HHrI GG'- 9 112" NEC 220. 14(1) - Other Outlets 4 225A, 120 V/240 V, 5uiyle Phase, 3 Wre5 3 I 20 A 120 V 1-'81 2, 1412, 1 -N 1 2 THHN 2G' - 4" NEC 220.1 4(l) -Other Outlets 1.5 - 4H-- - Panel Circuit Number 225A, 120 W240 V. 5inyle Plra5e, 3 Wre=', 14 15 225A, 120 V1240 V, Single Phase, 3 Wu -e5 225A, 120 V12,10 V, Single Fhase, 3 Wires I G 17 225A, 120 V/240 V, 5myle Phase, 3 Wre5 225A, 120 V/240 V. Single Phase, 3 Wires 13 19 225A, 120 V/240 V. 5inc)le Phase, i Wre5 225A, 120 V/240 V, 5ingle Phase, 3 Wre5 20 225A, 120 V/240 V. Single 3 W r z 21 22 225A, 120 V/240 V, 5", le Fhase, 3 Wires 2.25A, 120 V12-10 V, Sinc3le Phase, 3 Wre5 23 225A, 120 W240 V. 5imyle Phase, 3 Wre5 24 225A, 120 V1240 V, 5ing1e Fhase, 3 Wre5 25,27 225A, 120 V/240 V. 5mgle Phase, 3 Wires ZG,26 225A, 120 V/240 V. Single Phase, 3 Wre5 29,31 225A, 120 V/240 V. 5inyle Phase, 3 Wre5 225A, 120 V/2A0 V, Single Fha:;e, 3 Wre5 30,32 33,35- 2G 24 00 - Electrical Circuit Schedule Povver Number or Poles Fafang �oltage _ Size 20 A 120 V 141P, 1412. 1412 __,ryPe - _._-- Length _.__ 1 20 A 1 20 V I -81 2, 1 111 2, 1-111 2 NEC 220.1 4(l) - Other' Outlets 1 20 A 120 V 1 -#12, 1 81 2. 1412 - 1 1 20A 120V 120V 112, I -/fit, 1-812 1-1!12, 14/12, 14/12 54'- 1 1" 20A - 1 20 A 1 20 V 120 V 120 V 14 12. 1412, 1-812 1-/11 2, 1 li 1 2, I -li 1 2 1 -N 12, I N 1 2, 1-111 2 TrIHN 1 20 A 120 A 20 A 20 V 1 -11 I2, 1412, 1412 NEC 220. 14(1) - Other Outlet5 120 A 20 A i 120 V 1 -l11 2, 1 -111 2, 1412 1 120 V 1 -111 2, 1-8 1 2, 1412 - 2 20 A 20 A 240 V 240 V ?40 v 240 v 2-81 2, 1412, -111 2 24 12, 1412, 1412 - 2 - 234'- 5" 2 20 A 2 6G, 146, 1-8G WATER HEATER LOAD Washer/Dryer 2 20 A 2 -NG, 146. 1-//G 2 20 A 240 V 24/4, 1-114, 4/4 Wira Load CIa55ificatlon __,ryPe - _._-- Length _.__ 1HHN 3G'- 9 1/2" NEC 220.1 4(l) - Other' Outlets TI IYIN 5,1'- 5 1/2" NEC 220.1 4(l) - Other Outlet5 NEC 220.1 4(l) - Other Outlet5 - THHrI G3'- 1 lag" FI IH 1 54'- 1 1" NEC 220.1 4(I) - Other Outlets - --------- - 'nIHN 75'-G 1/2" NEC 220. 14(1) - Other Outlet5 TrIHN 85'- 7 1/2" NEG 220,14(l) - Other Outlet5 THHN - - NEC 220. 1 4(I) - Other Outlet5 77'- G" NEC 220. 14(1) - Other Outlet5 TI II IN 10'- 7 1/2" NEC 220.1 4(I) - Other Outlet5 1"11I1N 77'- 2" NEC 220.1 4(I) - Other Outlet5 THHN 56'- 11 1/2" NEC 220. 14(1) - Other Outlets HVAC LOAD rHHN 234'- 5" THHN 2S)'- 7 1/2" - - WATER HEATER LOAD Washer/Dryer THHN : s2' - 5" THHN 39'- 3 lit" RANGE LOAD rrlllrl 72'-4" Range Name Plate Load Number of Element5 i of 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com s� R and 4. NQ. 86` � \ a y " a sri OF a rM,mak ay �a�•....a' I!1Ntttti IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. I NED. F8C 107.2.1. Scope of Work - No. Description Date 4 All the plans were 05/24/18 adapted-ta be-Y4-'�per - 1-foot-seale-as required CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Receptacles Layout NOT FOR CONSTRUCTION Project Number 2017-06-28 Date Issue Date Drawn By Author Checked By Checker Scale 1/4" = V-0" FA 2G 24 00 - Electrical Circuit Schedule Power Clrcult Number I Number of Poles I F,ati Size Wire Load CIa55ification Number of Elements Panel 225A, 120 W240 V. 5nyle Phase, 3 Wren - 225A, 120 V/'240 V, single Phase, 3 Wires 2 1 20 A 20 A 120 V 1 20 V 14 12, 1 -1112, 1-/11 2 1-111 2, 1 -111 2, 1 -111 2 iHHN THHN THHN -- THHN TFIHN Gb' - 5" 33' - 5 112" Ko' - 7" 130- 9 1/2" 91'- I I/2° NEC 220.42 -Lighting Loads NEC220,42 -Lighting Loads - Other; NEC 220.42 - Lighting Loads - Other; NEC 220.42 - Lighting Loads Other; NEC 220.42 - Lighting Loads 9 -. 3 8 10 10 6 22.5n, 120 v/240 V. sinyl Phase, 3 Wires 225n, 120 V/240 V, 5u,y1e Phase, 3 Wires 225A, 120 V/240 V, Si,yle Phase, 3 Wires 3 4 5 _. 20 n 20 A 20 n 120 v 120 V 120 V - 1-// 12, 1-;# 12, 1-# 12 1412, 1412, 1412 1-111 2, I -/i 12, 1-1112 225A. 120 V/240 V, Single Phage, 3 Wr._s G 20 A 20 A 120 V 1412, 1412, 1412 _J# THHN 65' - 5 1/2" NEC220,42 - LI htln Loads �_ g g 225A, 120 V1240 V. single Phase, 3 wires 7 I 20 n 20 V 4I 2. I -111 2, 12 THHN 130'- I I/2" _.. _ NEG 220.42 - Lighting Loads 12 225A, 120 V/240 V, Si,y1e Phase, 3 Wren - b 1 20 A 120 V I -#12, 1 -112, 1-111 2 THHN CO- 4 I/2" NEC 220.1 4(l) - Other Outlets 3 225A, 120 V/240 V, Smyle Phase, 3 Wren - 9 120 A 120 V 1-/11 2, 1-11 2, 14 12 THHN 70'- b" NEC 220. 14(I) -Other' Outlets 3 225A, 120 V/240 V, single Phase, 3 Wr._+eW 0 I 20 A 1 20 V 1-1{ 12, 1412, 1-# 1 2 THHN TI IHN 48 - 3"-- -- 2 P- 1 1 112" NEC 220. 1 4(l) - Other Outlets NEC 220. 1 4(l) - Other Outlets 2 225A, 120 V1240 V. 5ngle Phase, 3 Wrey 20 A 20 A 240 V2-!# 240 V 26 A 120 V 1412, 1412, I -# 1 2 2 225A, 1 20 V/240 V, single Phase, 3 Wray 1 2 1 20 A 120 V 1:11 2, 1 -# 1 2, 1 �41 2 THHN 66' _ 9 1/2" NEC 220. 14(I) -Other Outlets 4 225A, 120 V/240 V, single Phase, 3 WiresILO THEIN THHN 32'- 5" 39'- 3 1/21' A 120 V I4I 2, 14 -111 2, 1-1112 THHN 2G'- 4" hIEC 220. 14 IO -Other Outlets 5 Electrical L egcnd 11 I , I '`' Recessed mounted Celling ), Light Fixture i Mark Wall mounted Light Fixture, �, mounting height as Indicated M !k� CB SWitches - circult base Mar k$ D 5witche5- Dimmer, - mounted Mar at 48" AFF. k oR Switches- Door - mounted at �y f 48" AFF. Maar �\ k$ 1 switches- four Way - Mar mounted at 48" AFF. I „ a k Switches- Fole - mountecl at _>r j� 1. 2.1 48" AFF. I1 Mw,h k$ 3 Swltche5- Three Way 1" Mar ' j kQ T SWltche5- Timer -V ..... ) ' Kecessed or surface I :;` , .-- _.._...--_•_:._-..__�w mounted Electrical Panel (� Single Ke-ceptacle -1 20 volt, I Pha5e, 3 Wire Wall mounted at h 18"I AFF ��,a„Wu�uw••�r. w ((1) Duplex Keceptacle -1 20 volt, I jT Phase, 3 Wire Wall mounted at 18" AFF Single Receptacle -240 volt, I Phase, 4 Wire Wall, mounted at \ 18" AFF iDuplex Receptacle - Ground / I �GPGI b bFault -1 20 volt, I Phase, 3 ` •......_..__.-___--___-- _.r -, �. '� ul, Wire Wall mounted at 18" AFF Q� Duplex Receptacle - Water � Wr Proof -1 20 volt, I Phase, 3 Wire Wall mounted at 18" AFF 2G 24 00 - Electrical Circuit Schedule Pow"r Wire Number of 7 Circuit Number Number of Polr_s F rtiny Voltage Size Type n jth Load Classification Elernent5 2?15A, 1 20 W240 V. 5inyle Phase, 3 Wires 1 4 1 20 A 1 20 V 120 V 120 V 1 20 V 1 #12, 1-111 2, 1-111 2 1-1112, 1 #12, 1-412 1 #12. 1-41 2, 1 -# 1 2 rrlt'IN THHN THHN THHN 3G' - 9 I/2" 54'- 5 112." G3'- 1 1/2" 5-11- 1 1" NEC 2.20. 14(I) - Other Outlets NEC 220, 1 4(l) - Other Outlets NEC 220. 14(I) -Other' Outlets NEC 220. 14(l) - Other CiUtlet5 C 5 3 4 2 225A, 120 V/240 V. Single Phase, 3 Wires 15 16 17 1 20 A 25A, 120 V/24() V, Single Phase, 3 Wires 1 1 20 A 225A, 120 V/240 V, Single Phase, 3 Wires 20 A -111 2, I-# I P, 1 -# 1 2 225A, 120 V/240 V, Single Phase, 3 Wres 13 19 20 1 I 1 20 A 20 A 20 A 120 V 1-1112, 14 12. 1412 THHN THhN THHN 75'- G 112" i55'- % 112" b7'- 5" NEC 220. 1 4(I) - Other Outlets NEC 220. 14(l) - Other Outlets NEG 220. 14(l) - Other Outlets 5 4 3 225A 120 V/240 V, single Phase, 3 Wirer 120 V 120 V I-#1 2, # 12, I-41 2 1-1112, I-1112. 1-111 2 _....... 225A, 120 v/240 V, 5ngle Phase, 3 Wires 225A, 120 V/240 V, Single Phase, 3 Wires 21 22 1 20 A 120 V I-111 2, 1 -1112, 1412 'R'IHN 77' - G" NEC., 220. 14(l) - Other Outlets 7 225A, 120 V/240 V. Singe Phase, 3 Wires 1 1 1 20 A 2.0 A 120 V 120 V #12, 1-1112, 1-1112 THHN 110'- 7 1/2" NEC 220. 14(1) - Otfier OUtlet5 3 225A, 120 V/240 V, Single Phase, 3 Wines 23 24 25,27 26,2b I -111 2, I -1112, 14/12 TriHm mr in 771- 2" 56- 1 1 112" NEC 220. 14(l) - Other Outlets NEC 220, 14(l) - Otiler Outlets 3 2 I 225n, 120 V/240 V, Single Phase, 3 Wires 20 A 120 V 4112, I -1i 12, 1412 225A, 120 V/240 V, Single Phase, 3 Wires 2 2 20 A 20 A 240 V2-!# 240 V 1 2, 1 -# 12, 1-# 12 2412, 1 #12, 1412 THHN 34'- 5' HVAC LOAD 225A, 120 V/240 V, Single Phase, 3 Wires THHN 20'- 7 Irl" WATER HEATER LOAD 1 225n, 120 V/240 V, Single F'hase, 3 Wires 29,31 30,32 33,35 2 > 20 n 20 A 240 V 240 V 2-/1G, I lf6, I -116 THEIN THHN 32'- 5" 39'- 3 1/21' �/a�,her'/Dr'yer RANGE LOAD 1 I 225A, 120 V/240 V, 5incyle Phase, 3 Wires 2-#6, I-#6, 146 225A, 120 V1240 V. Srnyle PhasFj, 3 Wre_, 2 20 A 240 V 244, 144. 144 THHN 72'- 4" Range Name Plate Load I 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC 107.2.1. Scope of Work - No. Description Date 4 All the plans were 05/24/18 adapted-to-bel/''pe 1 -foot -scale -as required - CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Lighting Layout NOT FOR CONSTRUCTION Project Number 2017-06-28 Date Issue Date Drawn By Author Checked By checker Scale I VV r . s r SD j ............. r I r ' �II__ - µ :"w•4 a m.. 26 24 00 - Electrical Circuit Schedule Power Panel I Circuit Number I Number of Pok -5 I P.atmg I Voltage I Size Wire Number, of Load C1a55ihcatlon Elements 225A, 120 V/240 V, Single Phage, 3 Wren I I 20 n r f .... ........... ...._............._ _ ....... ....................._.___._.. 26 24 00 - Electrical Circuit Schedule Power Panel I Circuit Number I Number of Pok -5 I P.atmg I Voltage I Size Wire Number, of Load C1a55ihcatlon Elements 225A, 120 V/240 V, Single Phage, 3 Wren I I 20 n r - 12U V - I -It 12, I -/f 12, I -lt 12 TYIYIN - G:3' - 8' NEC 220.42 - Lighting Loads - y 225n, 1 20 V/24U V, single Phew, 3 Wires - 2 -- + 20 A - 1 20 V -- _ 1 -# 1 2, 1-111 2, I -# 1 2 - THHN 33' - 5 1/2" ._ -. NEC 220.42 -Lighting Loads 3 225A, 120 V/240 V. 5u,gle Phase, 3 Wu'ea 3 I 20 A 120 V 1-1/ 1 2, 1412, 1412 1-# 2, 1412, 1412 THHN mrIN 50'- 7" 130' - 9 1/2" Other; NEC 220.42 - Lighting Loads Other; NEC 220.42 - Lighting Loads 10 225A, 120 W240 V. Single Phase, 3 Wires 4 i 20 A 120 V - 225A, 120 W240 V, Single Phase, 3 Wren - 5 I 20 A - - 120 V I -# 12, 1 -111 2, 1-# 1 2 THHN 9 P- 1 1/2" Other; NEC 220.42 - Llght{ng Loads 10 225A, 120 V/240 V. 5ingle Phase, 3 Wre5 G Pha5e, 3 Wire Wall mounted at 20 A 120 V I -# 12, 1 -# 12, 1412 - rrir1N 65'- 5 1/2" NEC 220.42 - Lighting Loads 6 225A, 120 W240 V, Single Phat_,e, 3 Wres 7 1 20 A 120 V I -It 12, 1-l11 2, 14/12 THHN 1301- 1 1/2" NEC 220.42 - Llgflting Loads 12 225A, 120 V/240 V, 5vig1c• Pha5e, 3 Wires _. 15 1 20 A 120 v --- 1-1112, 141 2, 1412 THHN Cb'- 4 1/2" h1FC 220.14(l) -Other Outlet9 3 225A, 120 W240 V, Single Phaa��, 3 Wires 9 225A, 120 W240 V, Single Phase, 3 Wren 225A, 120 V/240 V, Smg1e Phase, 3 Wre5 20 A 120 V 1-# 1 2, 14 12, 1-112 - TYInN 70'- b" NEC 220.1 4(I) -Other Outlets 3 225A, 120 V/240 V, Su,gle Phaee, 3 N/,re5 10 1 20 A 120 V 71 2, 1-# 12, 1-# 12 THHN 46'- 3" NEC 220.1 4(l) -Other Outlets 2 225A, 120 W240 V, Single Phage, 3 Wires I 1 - 20 A 20 A 20 A 120 V I -# 12, 14 12, 14 12 THHN 2 P- 11 1/2" NEC 220.1 4(l) -Other Outlets 2 225A, 120 V/240 V. Single Phaae, 3 Wires 12 - - 240 V 20 A 120 V 1412, 1412, 1-# 12 THHN GO- 9 112"NEC 220.14(l) -Other' Outlets 4 225A, 120 W240 V, 5mgle Phase,- 3 Wren 1 3 - 1 - 20 A 120 V-- 1-/1)2. 1-# 1 2, 1 -N 1 2 THHN 20- 4" NEC 220. 14 (I) -Other Outlets 5 Panel W D 0 Llectrical Legend Mar{; 14 F KeCe55ed mounted Ce{Img ar Light Fixture Mark Wall rriourited Light Fixture, NEC 220. 1 4(l) - Other OUtlet5 mounting height a5 indicated Mar k$CF3 s + 5witcche5- Dimmer - rnounted e at 46" AFF. 3 � 3 46" AFF. �f,' 5witche5- four' Way - 20 A 20 A mounted it 45" AFF. ar Mar- k$ {'$ SF 'f" Switches- tole - mounted at G3' - 1 1/2" 54'- 1 1" W D 0 Llectrical Legend Mar{; 14 �1 KeCe55ed mounted Ce{Img ar Light Fixture Mark Wall rriourited Light Fixture, NEC 220. 1 4(l) - Other OUtlet5 mounting height a5 indicated Mar k$CF3 Swit'die5 - Clrexit base Mar k$ D 5witcche5- Dimmer - rnounted 1412, 1412, 1412 at 46" AFF. k� D� C { - - r 1 �w tche5 Door, r lount_c at 3 46" AFF. Mar• k 5witche5- four' Way - 20 A 20 A mounted it 45" AFF. ar Mar- k$ {'$ SF 'f" Switches- tole - mounted at G3' - 1 1/2" 54'- 1 1" 46" AFF. Mar, k$ Switches- Three 225A, 120 V12M7 V, 5mgle Phaee, 3 Wires Way Mar Ma k T SWItC he,5- Tlfaler THHN Rece55ed or, 5urface e NEC 220.1 4(I) -Other Outlets mounted Electrical Panel (� 5ingle Receptacle - 120 volt, I 1 Pha5e, 3 Wire Wall mounted at 120 V 16" AFF THHN Duplex Receptacle -1 20 volt, I -- - NEC 220. 1 4(l) - Other Outlets Pha5e, 3 Wire Wall mounted at 225A, 120 W240 V, single: Pha5e, 3 Wre, 15" AFF 1 Single Receptacle -240 volt, I I-# 12, 1-# 12, 1 -#1 2 Phase, 4 Wire Wall, rnounted at 67- 5" 15" AFF Q� Duplex Receptacle - Ground 6Fci Fault -1 20 volt, I Pha5e, 3 20 A Wire. Wall rrlourited at 18" AFF Q� Duplex Receptacle - Water I,11P Proof - 120 volt, I Phase, 3 7 3 3 Wire Wall mounted at 18" AFF 26 24 00 - Electrical Circuit Schedule Power Wire - -- -- Number of Circuit Number Nurnb_rr of Pnlf,S - P'ahn' Voltage - 5¢e Typo• Length Load C1a551flGatlOrl Elemef1t5 225A, 120 V/240 V, 5vigle Phase, 3'/•/irea 14 1 20 A POA 120 V 14 12, 1 -# 1 2, I # 12 T1111N 3G'- J 1/2" NEC 220. 1 4(l) - Other OUtlet5 5 225A, 120 V/240 V, Single Phase, 3 Wires 15 120 V 1412, 1412, 1412 THHN 54'- 5 1/2" NEC 220.1 4(l) - Other Outlets 3 225A, 120 V/240 V, Single Phage, 3 Wires, IG 1'/ 18 20 A 20 A 120 V 120 V 120 V 14 12, 1412, -# 1 2 I -# 12, 14 12, 1411 2 THHN THHN G3' - 1 1/2" 54'- 1 1" NEC 220. 14(1) - Other Outlets NEC 220. 1 4(1) - Other OUtlet5 4 2 225A, 120 V/240 V, Single Pha5e, 3 Wires 225A, 120 V12M7 V, 5mgle Phaee, 3 Wires 1 20 A I-#12, 1-;/1'2, 1-#12 THHN 75'- G 1/2" e NEC 220.1 4(I) -Other Outlets 5 225A, 120 V/240 V, Single Pha3e, 3 Wren 19 1 - 20 A 20 A 120 V - I _# l 2, 14 12. 14 12 THHN b5'- 7 1/2" -- - NEC 220. 1 4(l) - Other Outlets - 4 225A, 120 W240 V, single: Pha5e, 3 Wre, 20 1 120 V I-# 12, 1-# 12, 1 -#1 2 TH1 ir1 67- 5" NEC 220.1 4(I) - Other Outlets 3 225A, 120 W240 V, Suvjle Phav' 3 W"!E' 21 22 1 1 20 A 120 v 141 2, 1412. 1-#12 - THHN THHN THHN 77'- G" 40- 7 1/2" 7T - 2" NEC 220.1 4(I) - Other Outlets NEC 220.1 4(I) - Other Outlets NEC 220.1 4(l) -Other Outlets 7 3 3 225A, 120 V/240 V, Single Phase, 3 Wren 20 A 120 V 1-1112, 1 -111 2, 1 -/11 2 225A, 120 V1240 V, 5mgle. Phase, 3 Wren _ 23 24 1 1 20 A 1 20 V I -# 12, 1-# 1 2, 1-111 2 225A, 120 W240 V, Single Phase, 3 Wren 225A, 120 V/240 V, Smg1e Phase, 3 Wre5 20 A 120 V 1-1112, 1-#12, 1-1112 THHN 50- 1 1 1/2" NEC 220.1 4(I) - Other' OUtlet5 2 25,27 2 20 A 240 V 24 12. 1-# 12, 14 1 2 THHN 34'- 5" HVAC LOAD I 225A, 120 V1240 V, Single Phage, 3 Wre5 26.26 2 20 A 20 A 240 V 24/12, 1 # 1 2, I -# 12 rmmrj THHN TrinN 29'- 7 112" 32' 5" 39- 3 1/2" WATER HEATER LOAD I 225A, 120 V/240 V, 5ingl Phase, 3 Wires 29,31 2 240 V 2-11G, I -#G, I -/{G Washer/Dryer F.ANGE LOAD 225A, 120 V/240 V, 5ingle Phage, 3 Wrea 30,32 2 20 A 240 V 2 #G, 14/6. 14E 1 225A, 120 V/240 V, Single Pha5e, 3 Wre5 33,35 2 20 A 240 V 2-#4, 1-#4, 1-#4 TYIHN 72'- 4" Range Name Plate Load I V �IdC >v 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com CC "f14, IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSMI. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS AILD SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC 107.2.1. Scope of Work - No. Description Date 4 All the plans were 05/24/18 adapted-to-lael/"-pe 1 -foot -wale -as ----required-. CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, F!_ 32771 Smoke Detector Layout 1/4" = 1'-0" 25/5/2018 8:12:15 p. m. GENERAL CONTRACTOR SHALL VERIFY TOP ELEVATION OF FOUNDATION W/ CIVIL PLANS & GENERAL LOCAL MUNICIPALITY REQUIREMENTS DESIGN LADS FOR THIS 4" STRUCTURAL SLAB - INTERIOR (TOTAL 105 PSF) DEAD LOADS (TOTAL = 65 PSF) SLAB SELF WEIGHT..............................50 PSF FLOOR FINISHES...................................15 PSF LIVE LOADS (TOTAL = 40 PSF) INTERIOR FLOOR LIVE LOAD...............40 PSF 6" STRUCTURAL SLAB - GARAGE (TOTAL 135 PSF) DEAD LOADS (TOTAL = 85 PSF) SLAB SELF WEIGHT..............................75 PSF FLOOR FINISHES...................................10 PSF LIVE LOADS (TOTAL = 50 PSF) GARAGE LIVE LOAD..............................50 PSF TERMITE NOTE: ALL BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER FBC-1816.1.7. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." SOIL COMPACTION: SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF MODIFIED PROCTOR IN ACCORDANCE WITH A.S.T.M. D-1557, AND COMPACTED AND TESTED IN LIFTS NOT TO EXCEED 12 INCHES, IN ACCORDANCE WITH A.S.T.M. D-2922. ALL FILL PLACED UNDER SLAB SHALL BE CLEAN SAND OR ROCK, FREE OF DEBRIS AND OTHER DELETERIOUS MATERIALS. THE MAXIMUN SIZE OF ROCK WITHIN 12 INCHES BELOW THE FLOOR SLAB IN COMPACTED FILL SHALL BE 3" IN DIAMETER. SOIL STATEMENT: INSPECTION ON THE SITE INDICATES UNDISTURBED LIME STONE MATERIAL WITH A BEARING CAPACITY OF 2,000 P.S.F. SHOULD OTHER CONDITIONS OR MATERIAL BE ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK AS ENGINEER OF RECORD, I WILL SUBMIT A SEAL LETTER ATTESTING THAT THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE WHICH THE DESING IS BASED. HEADER SCHEDULE MARK JACK STUDS HEADER (� (2) 2"X4" SP#1 (2) 2"X4" SP#1 (2� (2) 2"X4" SP#1 (2) 21IX4" SP#1 C�) (2) 2"X4" SP#1 1.9E 9-1/2" (2) PLY LVL C4) (2) 2"X4" SP#1 (2) 2"X4" SP#1 C5) (2) 2"X6" SP#1 1 (2) 2"X6" SP#1 SAW -GUT JOINT 1/8" WIDTH x I" DEEP OR �— PKEMOLDED INSERT NOTES: 1. CUT WITHIN SAME DAY OF SLAB PLACEMENT 2. PLACE KEINE. I 1/2" CLK FOKSALBS 4" OR LESS 3. SEE SEMI-KIGID NOTES THIS DTL. SAWCUT JOINT SAW JOINT PATTERN 15 DE5IGNED ACCORDING TO AGI 224.3K MAXIMUN SPACING OF CONTROL JOINT 5HALL BE 12'-0" FOR 4" THICK CONC. SLAB. PATTERNS SHALL BE APPROXIMATELY SQUARE WITH A RATIO OF LONG SIDE TO SHORT 51DE NOT EXCEEDING 1.5 TO J. 1. CONCRETE SHALL AGE A MINIMUM OF 45 DAYS. CHASE THE JOINT WITH A CONCRETE SAW AND BLOW CLEAN W/COMPKESSED AIR. 2. USE BACKEK ROD TO CREATE VER;rICAL DAM AT EACH E=ND OF THE LEG TO BE FLILLED. DO NOT USE ACKER ROD AT THE BOTTOM OF THE JOINT. 3. LEAVE THE SURFACE CROWNED AND GRIND FLUSH AFTEK IT HAS HARDENED. I.; �J 18191 Nw 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5047 Email: costumerservices@sdp-us.com ��,��,ti.lr.ttl ttltttt A.� !� r N t Ai, IF THESE DRAWINGS OR ANY PART THEREOF IS REPROOUCEO V rrJOUT rhE CONSENT OF THE ARCHITECT OR THE EIIGUIEER Tri PERSON $0 MUM WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULLCCUTAiSSXXL ALL DESIGNS AND DRAWINGS HEREIN AND PRIJ(TSISSUED BY rRE ARCHITECT OR THE ENGINEER ARE THE PROPERTf OF THE ARCHITECTS AHD SHALL NOT BE REUSED ON ANY OTHER LOCAT)Oti EXCEPT THE ON=- FOR WHICH THEY WERE EXPRESSLY DESIGNED. IBC 107.2.1. Scope of Work - No. Description Date 4 All the plans were 05/24/18 adapted-to-bel/d "-pe 1 -foot scale -as required CAMSAVE LLC C 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Foundation Plan Project Number 2017-06-28 Date ISSUe Date Drawn By Author Checked By Checker Scale As indicated SHINGLES TO COMPLY W/ ASTM D225 ASTM D34G2 TYP-ENGINEERED TRUSS @24" W/ TRUSS ANCHOR EA. END SCC SCHEDULE FOR TYPE AND MANUF. SEE ROOF TRUSS DETAIL SHEET MTS 12 GUTTER FASC I A VENTED SOFFIT BOTTOM OF EXTERIOR SH EATI NG MUST BE ATLGAST G 1/2" ABOVE GRADE STUCCO OVER GALVANIZED LATH OVER 15# FELT HOUSE WRAP OVER 7/10, OSB (Tyr.) 2X4 STUD @ I G" 112" (-'DX FLYWOORD OR COMP. BOARD 2X4 P.T SOLE PLA"rE 1121, OX5" BOLT. 24"O.<_; W/2 X 1/6" @32 SPI O.0 FINISH GRADE — R30 MIN 5P2 C32" O.0 1/2" CEILING DOARD DDL. TOP PLA-IfIf 2x2 H EADER 2 1 /2" FLYWD. SPACER G" OC. NAIL PATTERN WINDOW AS SPEC 1/2" GYP. DOARD 4" CONCRETE SLAB ON GRADE REIN1`W/GxG-WI.4xWI.4 W.W.F. TYP OVER G -MIL VAPOR BARRICR ON FILL COMPACTED TO 95% PROCTOR TEST. TYF (CONCRETE STRENGTH @28 DAYS SHALL BF 3000 PSI) COMPACTED SOIL �. OPTIONAL CURB FOR MASONRY (1) #5 DAR CONT. GRADE GRAD REINF. lie E , SEE PLAN F.F. FOOTING -SECTION AT 2 GARAGE GFADE PROVIDE 131, WIDE RECES5 AT GARAGE DOOR EXTEND G" BEYO N D F.O.M. EACH END, TYF. 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.G. TYP. - --- ALIGN DRIVE W/ DOTTOM OF RECESS * PITCH DRIVE U_ - wI — Q — -- REI NF.`�. – SEE PLAN (2)#5 REDA R (2)//5 4.. RE6AR – --� lo' -s 112' FRONT WALL OF GARAGE REINF. SEE PLAN 1111 —_ 1 - -= _�_ ��HI I INEI I I I III- --- - -VIII- T-4" 2 STORY: 20" X 20" W/ (3) - #5 CONT. FOOTING - SECTION @ 3 GARAGE DOOR 5 I .02 I _� RFI N F. SEE PLAN (I)#5 -- RFDAR CONT. 5FOOTING - SLAB EDGE S I .02 = I,-� --- GRADE (2)#5 REDAR FOOTING - SINGLE STORY FOOTING 2X BRG WALL (SEE FLOOD; PLAN FOR, MORE INFORMATION) RFINF. SEE PLAN 7-11 1 111- 7= -M-1-1-FI . rF��' _ -- Q..-....' - - — 2 STORY: 20" X 20" W/ (3) - #5 CONT. 0'-4" V-4" 0'-4" G FOOTING - STEP DOWN P3RG. REI N F. – SEE PLAN FOOTING - TYP FOUNDATION 8 PENETRATION (2)#5 REBAR REINF. SEE PLAN U) W -� I/ >MII01111_11 (2)#5 REDAR —0' - 4" 7 FOOTING - STEP DOWN NON BRIG. 11-011 18191 Nw 68 Ave, Office 204, Miarni, FI 33015 Telephone (306) 900-5647 Email: costumerservices@sdp-us.com w .1 CC ti r I Al IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED Wn}iOUT TriE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSOii SO C"iO WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL. CCAIAMISSML ALL DESIGNS AND DRAWINGS HERE IN AtID PRURS ISSUED 3"! TriE ARCHITECT OR THE ENGINEER ARE THE PROPERr( OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. IBC 107.2.1. Scope of Work - No. Description Date 4 All the plans were 05/24/18 adapted to be -Y4 "--pe 1-#oot-scale-as required- TAPE AND JOINT COMPOUNI GYPSUM 60AKD WA L� C Ballon Frame - Corner A55err)bl 1 .03) A A A HEADER SUPPORT NO. OF JACKS & SrUDS REO. AT OPENINGS HEADER SIZE 2 X 4 WALL _ 2 X 6 WALL OPENINGS SIZE JACKS KINGS JACKS KINGS BEAM SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4'BU r <9' (2) (3) (2) (2) 10'.6.• _ .16. (3) (4) (3) (4) 2X CRIPPLES @ 16" W/ SIMPSON SP2 T TOP AND BOTTO 'WHEN STUD LEN( IS LESS THAN 12" L LSTA30 STRAPS AT E STUD WRAPPED O` TOP PLATE & NAIL TO HEADER EACH W/ 11 - 10d NAIL; 10D NAILS c�U 8" O/C TYP. DOUBLE 2x6 CRIPPLE STUD TYPICAL (U.N.O. HOLD DOWI NO'T REQUIR WALLS WI I SELF DRILLING STUD to 1 G" C. c. CORNER DEAD. F-1 /1 1 I D I c -r" /ti r7 0l A -r C HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES -n I I I III EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE MAXIMUM :SCHEDULE ROWS 12d NAILS 'TAGGERED @ 12" O/C EACH SCE OR 3 -ROWS JAILS STAGGERED 2" O/C FOR 2 x 10 3REATER HEADER DOUBLE 2 x 92 Y. P. HEADER W/ ?" FLITCH PLATE FADER. (U.N.O.) NG AND BLOCKING AS WIRED FASTENED TO FADER W/(2) ROWS 12d @ 16" O/C UNLESS IOTED OTHERWISE 2 x 6 STUDS TYP. SIMPSON HTT16 W/ (18) 16d NAILS & A 5/6" XPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. DR 8 1/2" AT GARAGE STEP DOWN P. T. BOT. PLATE U) iLu fY C. B�_\tl l oon Detaib 1/2" = P_O" DOUBLE TOP P' AT"C CKIPPLE OR BL( - DOUBLE HEAT KING STUD me - Window JACK STUD SILL PLATE CKIFFLE STl 5OLE FLAT LL G SP4 DR SSP - SIMPSON LSTAIS SP4 OR SSP - MIN. 7/16" STRUCTURAL I OR 15/32" OSB EXPOSURE I SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X -X IF NOT FULL HEIGHT SHEET S \ 3/4" 1/2" SINGLE NAIL EDGE SPACING I \ V1/A] I f~I FVATION F)IA(—,I2AM DOUBLE NAIL EDGE SPACING " MPOUND. FUD L I C" C.C. ly 5 Ballon Frame - Butt Joint DeGa I .03 s, = _O, �� WALL HEADER DETAIL MIN. 7/16" STRUCTURAL 1 OR 15/32" OSB EXPOSURE 1 SHEAT[,gAgG 2x STUDSlz BEYOND. /OO�cl� SEE PLAN wool—O� N=t cLO�,IZ IL U) N I>_ c17 tL F- 2x4 P.T BASE PLATE BEYOND SEE PLAN L AT ALL PANEL 1/2" ALTERNATING N O N C? a N I a 0 LING SCREWS 30AKD WALL LOD MADLS 8/12" D.0 ;O rH SIDES STAGGERED 8 RDVS (2) - 2x TOP PLATE __. \� B - BEYOND IF -- IT Tt--- 1I I I II II -n I I I III --------- r-- ----If -- F - II II II II I � u - u ii a MAXIMUM ul n1 / III n n II 1 u1 n n II I HEADER SYZE n u EACH END u1 nl.. X 6-- — (2) __2x III n n 11 1 ul n u II I I n n II D 11 n 0 (2)2X8 111 ul IU C� ul a �' ul u C n III __ II��II u 1 II 1 _ II I (2) 2X 10 11 Ik=== II II 2 III III 2 III II II III II II II I II I 2 II II II II ,�-©u u II U n u 2 III III n1 III C JIT"••^-lf ---IT- ul n n III II II --fT---7 n I II I II II II 11 nl III I I I II I III n u u I III II II E rr—='1 _ _ 11 11 II II III III III III I I I II I 1 1 1 II I I I I II I I I I II I III II II II I III 11 II II I III II II II/I III II II II" I -- FLOOR III JI I I I II I Il_ III II II II I LLI___u----1I---1L---1 -- - ----- -L ---- WALL 5HEANG ~' 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTA I \ V1/A] I f~I FVATION F)IA(—,I2AM DOUBLE NAIL EDGE SPACING " MPOUND. FUD L I C" C.C. ly 5 Ballon Frame - Butt Joint DeGa I .03 s, = _O, �� WALL HEADER DETAIL MIN. 7/16" STRUCTURAL 1 OR 15/32" OSB EXPOSURE 1 SHEAT[,gAgG 2x STUDSlz BEYOND. /OO�cl� SEE PLAN wool—O� N=t cLO�,IZ IL U) N I>_ c17 tL F- 2x4 P.T BASE PLATE BEYOND SEE PLAN L AT ALL PANEL 1/2" ALTERNATING N O N C? a N I a 0 LING SCREWS 30AKD WALL LOD MADLS 8/12" D.0 ;O rH SIDES STAGGERED 8 RDVS BLOCKING LOCATIONS MIN 2X4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS `—(2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL ~ BLOCKING SECTION X -X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE ' PSUM DOARD WALL Ballon Frame - End Wall Detail 31 = P-0' W W0 D_ > G) DOUBLE TOP PLATE MIG STUD JACK 5TUD JACK STUD KING STUD CORNER DEAD GYPSUM POARD WALL GYPSUM BOARD 5/6" — NAIL @ 12" O.G. * G" O.G. ALONG EDGE5 ---- -FULL STUD SOLE PLATE 6--- O Balloon Frame -Wall De_7 ad T- 4 1 4 18191 Nw 68 Ave, Office 204, Miami, A 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com ��til•lllltl!//fit %y! � Iq� tt'o78670, pp/ryry WQ t »� _r'1 " r $ TA, a o f ��'�„a�+,y yup+'�. /1�.�' �` ��• 1 � !,e N., M a �� ry, tl a r i �i moi► r�. NA��itit 1ltt10 IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTf OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC '107.2.1. Scope of Work - No. Description Date 5 Plans were revised for 05/24/18 consistency -and struCtaral-details were provided CAMSAVE LLC 1 811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 TYPICAL - Wall Details LOAD BEARING WALLS HEADER/STUD/STRAP CHART (N.T.S) HEADER FULL LENGTH H STRAPS E H2 SYP MAXIMUM S rUDES E STUDESe EACH END HEADER SYZE SPAN EACH END EACH END OF HEADER X 6-- — (2) __2x .. 5`1, _J1 I 1 1 - (2)2X8 6'U' L 2 2 (2) 2X 10 8'2' 2 2 2 (2) 2 X 12 9' 8' 2 2 2 BLOCKING LOCATIONS MIN 2X4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS `—(2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL ~ BLOCKING SECTION X -X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE ' PSUM DOARD WALL Ballon Frame - End Wall Detail 31 = P-0' W W0 D_ > G) DOUBLE TOP PLATE MIG STUD JACK 5TUD JACK STUD KING STUD CORNER DEAD GYPSUM POARD WALL GYPSUM BOARD 5/6" — NAIL @ 12" O.G. * G" O.G. ALONG EDGE5 ---- -FULL STUD SOLE PLATE 6--- O Balloon Frame -Wall De_7 ad T- 4 1 4 18191 Nw 68 Ave, Office 204, Miami, A 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com ��til•lllltl!//fit %y! � Iq� tt'o78670, pp/ryry WQ t »� _r'1 " r $ TA, a o f ��'�„a�+,y yup+'�. /1�.�' �` ��• 1 � !,e N., M a �� ry, tl a r i �i moi► r�. NA��itit 1ltt10 IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON SO DOING WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTf OF THE ARCHITECTS AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC '107.2.1. Scope of Work - No. Description Date 5 Plans were revised for 05/24/18 consistency -and struCtaral-details were provided CAMSAVE LLC 1 811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 TYPICAL - Wall Details 0 U I Roof Plan 5.20 I 1/411= DESIGN LADS FOR THIS ROOF TRUSS DESIGN LOADS: SUPERIMPOSED DEAD LOAD TOP CHORD ....... 15 PSF SUPERIMPOSED DEAD LOAD BOTT CHORD ..... 15 PSF LVE LOAD TOP CHORD........................................15 PSF LVE LOAD BOTT CHORD......................................15 PSF (10 PSF NON-CONCURREDNT LIVE LOAD MUST BE ADDED TO TRUSS BOT. CHORD) RESIDENTIAL ATTICS: NOT UTILIZED FOR STORAGE - MIN LIVE LOAD..10 PSF UTILIZED FOR STORAGE - MIN LIVE LOAD ........... 30 PSF DESIGN CRITERIA, CODE REF: FLORIDA BUILDING CODE 2014 -ASCE 7-10 -BASIC WIND SPEED (Volt)=150 MPH -NOMINAL DESIGN WIND SPEED (Vasd)=116 MPH -IMPORTANCE FACTOR= 1.0 -EXPOSURE CATEGORY= C -INTERNAL PRESSURE COEFFICIENT= +/.0.18 -BUILDING CATEGORY II WOOD TRUSS GENERAL NOTES: THE TRUSS LAYOUT SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL PARALLEL FINAL TRUSS DESIGNER'S LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE ENGINEER OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN. PRE-ENGINEERED WOOD TRUSSES: TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER FOR THE GRAVITY LOADS AND WIND SPEED AND CONDITIONS LISTED IN THIS SHEET. THE DESIGN AND MANUFACTURE OF METAL -PLATE -CONNECTED WOOD ROOF AND FLOOR TRUSSES SHALL COMPLY WITH ANSI/TPI 1, AND FBC WITH EMPHASIS ON FBC 2014 SECTION R802.10. TRUSSES AND GIRDERS SHALL BE DESIGNED, SIGNED, AND SEALED BY A FLORIDA REGISTERED ENGINEER (TRUSS ENGINEER) RETAINED BY TRUSS MANUFACTURER. WIND LOADS IN THIS PACKAGE ARE CALCULATED BASED ON ANALYTIC METHOD. TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORDS PRIOR TO COMPLETING SHOP DRAWINGS, IF ANY LOADS EXCEED THOSE SPECIFIED IN THEIR PACKAGE USING THE SAME METHOD OR IF ANY GIRDERS CHANGE LOCATION. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE TRUSS ENGINEER AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. REVIEW BY THE ENGINEER IN RECORDS WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. THE ENGINEER OF RECORDS RESERVES THE RIGHT TO MAKE DESIGN CHANGES AS DEEMED APPROPRIATE BASED ON SUCH A REVIEW. TRUSS MANUFACTURER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND UPLIFT LOAD FOR INDIVIDUAL TRUSSES & GIRDER. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS, AND IS RESPONSIBLE FOR PROVIDING A BRACING PLAN OF OVERALL FLOOR AND ROOF TRUSS SYSTEMS. THE BRACING OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL COMPLY WITH THEIR APPROPRIATE ENGINEERED DESIGN. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE -S (TPI) "HANDLING, INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" HIB -91. PERMANENT BRACING FOR THE STABILITY OF THE TRUSS SYSTEMS FOR GRAVITY AND LATERAL LOADS SHALL BE INDICATED ON TRUSS SHOP DRAWINGS. FOR TEMPORARY TRUSS BRACING REFER TO TPI"S HIB -91 SUMMARY SHEET. THE BOTTOM CHORD DIAGONALS PLACES AT 450 LATERAL BRACING SPACED AT 8 TO 10 FEET, NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACES AT 45° TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BRACING IN THE PLAN OF THE WEB MEMBERS: A. THE TRUSS MANUFACTURES SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING OF EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL GRACING IS REQUIRED ONE AT EACH VERTICAL WEB MEMBER CLOSET TO BEARING LOCATIONS. 18191 Nw 68 Ave, Office 204, Miarni, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com � W1 �a.T'`.�a4i ifiy� led# 8870 �k IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON! 50 DOM WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS A110 SHALL NOT BE REUSED ON ANY OTHERLOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBG 107.2.1. Scope of Work - No. Description Date 2 The occupancy group 05/24/18 was change to - CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Roof Plans Project Number 2017-06-28 Date Issue Date Drawn By - Author Checked By I Checker — As indicated Q m � u U !� n N (13 '-f" / P-0" a -- A n - w a r _p J CD = o 0 0 J I- 71'-9 1 /2" 1 2' - O 112" I Roof Plan 5.20 I 1/411= DESIGN LADS FOR THIS ROOF TRUSS DESIGN LOADS: SUPERIMPOSED DEAD LOAD TOP CHORD ....... 15 PSF SUPERIMPOSED DEAD LOAD BOTT CHORD ..... 15 PSF LVE LOAD TOP CHORD........................................15 PSF LVE LOAD BOTT CHORD......................................15 PSF (10 PSF NON-CONCURREDNT LIVE LOAD MUST BE ADDED TO TRUSS BOT. CHORD) RESIDENTIAL ATTICS: NOT UTILIZED FOR STORAGE - MIN LIVE LOAD..10 PSF UTILIZED FOR STORAGE - MIN LIVE LOAD ........... 30 PSF DESIGN CRITERIA, CODE REF: FLORIDA BUILDING CODE 2014 -ASCE 7-10 -BASIC WIND SPEED (Volt)=150 MPH -NOMINAL DESIGN WIND SPEED (Vasd)=116 MPH -IMPORTANCE FACTOR= 1.0 -EXPOSURE CATEGORY= C -INTERNAL PRESSURE COEFFICIENT= +/.0.18 -BUILDING CATEGORY II WOOD TRUSS GENERAL NOTES: THE TRUSS LAYOUT SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL PARALLEL FINAL TRUSS DESIGNER'S LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE ENGINEER OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN. PRE-ENGINEERED WOOD TRUSSES: TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER FOR THE GRAVITY LOADS AND WIND SPEED AND CONDITIONS LISTED IN THIS SHEET. THE DESIGN AND MANUFACTURE OF METAL -PLATE -CONNECTED WOOD ROOF AND FLOOR TRUSSES SHALL COMPLY WITH ANSI/TPI 1, AND FBC WITH EMPHASIS ON FBC 2014 SECTION R802.10. TRUSSES AND GIRDERS SHALL BE DESIGNED, SIGNED, AND SEALED BY A FLORIDA REGISTERED ENGINEER (TRUSS ENGINEER) RETAINED BY TRUSS MANUFACTURER. WIND LOADS IN THIS PACKAGE ARE CALCULATED BASED ON ANALYTIC METHOD. TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER OF RECORDS PRIOR TO COMPLETING SHOP DRAWINGS, IF ANY LOADS EXCEED THOSE SPECIFIED IN THEIR PACKAGE USING THE SAME METHOD OR IF ANY GIRDERS CHANGE LOCATION. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE TRUSS ENGINEER AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. REVIEW BY THE ENGINEER IN RECORDS WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. THE ENGINEER OF RECORDS RESERVES THE RIGHT TO MAKE DESIGN CHANGES AS DEEMED APPROPRIATE BASED ON SUCH A REVIEW. TRUSS MANUFACTURER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AND UPLIFT LOAD FOR INDIVIDUAL TRUSSES & GIRDER. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS, AND IS RESPONSIBLE FOR PROVIDING A BRACING PLAN OF OVERALL FLOOR AND ROOF TRUSS SYSTEMS. THE BRACING OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL COMPLY WITH THEIR APPROPRIATE ENGINEERED DESIGN. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE -S (TPI) "HANDLING, INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" HIB -91. PERMANENT BRACING FOR THE STABILITY OF THE TRUSS SYSTEMS FOR GRAVITY AND LATERAL LOADS SHALL BE INDICATED ON TRUSS SHOP DRAWINGS. FOR TEMPORARY TRUSS BRACING REFER TO TPI"S HIB -91 SUMMARY SHEET. THE BOTTOM CHORD DIAGONALS PLACES AT 450 LATERAL BRACING SPACED AT 8 TO 10 FEET, NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACES AT 45° TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BRACING IN THE PLAN OF THE WEB MEMBERS: A. THE TRUSS MANUFACTURES SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING OF EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL GRACING IS REQUIRED ONE AT EACH VERTICAL WEB MEMBER CLOSET TO BEARING LOCATIONS. 18191 Nw 68 Ave, Office 204, Miarni, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com � W1 �a.T'`.�a4i ifiy� led# 8870 �k IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE ENGINEER THE PERSON! 50 DOM WILL BE INDEBTED TO THE ARCHITECT FOR HIS FULL COMMISSION. ALL DESIGNS AND DRAWINGS HERE IN AND PRINTS ISSUED BY THE ARCHITECT OR THE ENGINEER ARE THE PROPERTY OF THE ARCHITECTS A110 SHALL NOT BE REUSED ON ANY OTHERLOCATION EXCEPT THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBG 107.2.1. Scope of Work - No. Description Date 2 The occupancy group 05/24/18 was change to - CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Roof Plans Project Number 2017-06-28 Date Issue Date Drawn By Author Checked By Checker Scale As indicated 25/5/2018 8:12:21 p. m. FLASrIING 15 ATTACl-1F ''"'_r ! 5CKEW5 AND NEO WA. KIDGE MEMDEK5A HA\ .SLOPE OF LF -55 3:12 BE D1=51GN AS E TRUSSES SPAN 2 x G can Span up to 10'-0" 2 x S can Span up to 141_011 2 x 10 can Span up to 10-0" 2 x 1 2 can Span up to 22'-0" Balloon Frame - Koof Detall I KOOF TKU55 (2)2X I lt2Yl 4X4 PORCH B�r L vIVLI I I ILJIN WITH ROOF K3v PATT INSULATION W. IN5ULAl_ION DAM TO FKOVIDE I" MIN CLEAK AIR FLOW 5/6" GYPSUM POAKD A5FHALT SHINGLES 1 211 FELT UNDERLAYMENT �— ROOF SrIEE'nNG H EADFF EAVES DRIP FASCIA GUTTER ---- SOFFIT OF PLYWOOD CONTINUOUS SCREENED OF, SLOTTED VENT STRIP G H I SIMPSON CONNLCTOR FPJE7_E DOAKD 52.02 3/1 C11 = I'-0" 1 o ROOF - SECTION 2� Structural Front Porch Plan TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS (12'5 YP PRE-ENGINEERED (2) f nails i plat( Use a minimum of (2) 8d nails this side of truss (total (4) 8d nails into truss) H7Z M7Z SIMF'SON CONNFC-rOK 1 1 TRUSKAC1116 OVERLAP 52.02 t G.C. TO PROVIDE CLOCKING TO COMPLY W/APA RECOMENDATIONS FOR SPAN RATING OF 7/16 OSB. CONNECTOR SCHEDULE MARK 9IMPSON CONNECTOR W/ TYPE UPLIFT APROVAL PEAKING WALLS O NON PEAKING FRAME TO 2050 FL11473 I� WALLS C/ Laterally 5upporting 5upporting 5upporting two Laterally FL10456 48" O.0 NAIL w / 3-12d A STUD unsupported roof and one floor, roof floors, roof and un5upporte H1 W/ (6) 8d x 1-1/2" & (4) 8d Spacing 512E Stud helghta ceiling only and ceiling telling Cl stud J finches) (Inches) (feet) ,� helghti ------------------------------------------- (feet) i 5 F -D. 4 FT. 6 Spacing (Inche5) 2x3b - - - - 10 16 2 x 4 10 24 I G - 14 24 3 x 4 10 24 24 I G 14 24 2 x 5 10 24 24 - 16 24 2 x G 10 24 24 IG 20 24 (12'5 YP PRE-ENGINEERED (2) f nails i plat( Use a minimum of (2) 8d nails this side of truss (total (4) 8d nails into truss) H7Z M7Z SIMF'SON CONNFC-rOK 1 1 TRUSKAC1116 OVERLAP 52.02 t G.C. TO PROVIDE CLOCKING TO COMPLY W/APA RECOMENDATIONS FOR SPAN RATING OF 7/16 OSB. CONNECTOR SCHEDULE MARK 9IMPSON CONNECTOR W/ TYPE UPLIFT APROVAL FASTENERS O LGT2 W/ (30) 16d SINKERS FRAME TO 2050 FL11473 I� FRAME C/ H7Z W/ (4) 8d TO TRUSS & (2)8d FRAME TO 985 FL10456 48" O.0 NAIL w / 3-12d A x 1 1/2" TO PLATE FRAME A r 45° ANGLE O H1 W/ (6) 8d x 1-1/2" & (4) 8d FRAME TO 585 � FRAME J FL10456 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. SEE DETAIL TB04 "X" BRACE SEE DETAIL TB01/S4 20'-0" MAX 20'-4D" MAX "*ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS .I J— IL r TOP & BOTTOM CHORD GABLE END BRACING \ @ 4'-0" O.0 MAX. FOR FIRST (4) ROWS OF NOTE: TRUSSES----- 1) RUSSES 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE SrRUCTURALNOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ PANEL EDGES W/ (2) 1 G NAILS EA. TO TRUSS NAIL SHEATHING @ 4-2 O.0 STAGGERED w / 8d I� I \ \ �W 2X4 SPF CROSS -BRACE I/ 48" O.0 NAIL w / 3-12d A EACH END & AT CROSSING A r 45° ANGLE 0 w �J � �\ � 2 J ,� 1 ------------------------------------------- i 5 F -D. 4 FT. 6 5 F11. 4 FT. J �r 0 I ------- ---------- _ --- 0 1 ®; �J OCL \ \' \\\ 4 FT. I \ I--------------------- �J 3 ------- r-- I 4 FT. �j ZO 4 FT. i\ O U J— IL r TOP & BOTTOM CHORD GABLE END BRACING \ @ 4'-0" O.0 MAX. FOR FIRST (4) ROWS OF NOTE: TRUSSES----- 1) RUSSES 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SEE SrRUCTURALNOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ PANEL EDGES W/ (2) 1 G NAILS EA. TO TRUSS NAIL SHEATHING @ 4-2 O.0 STAGGERED w / 8d I� I \ \ 2X4 SPF CROSS -BRACE I/ 48" O.0 NAIL w / 3-12d A EACH END & AT CROSSING A r 45° ANGLE 0 I CONTINUOS 2X4 SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2X4 BLOCKING @ 4" O.0 w / 12d & 2-12D TO CHORD 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.0 MAX. P14-OIG12 52.02 TO BE LESS THAN OR EQUAL TO 45° DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDERSPACE OUTLOOKER BLOCKS AT 24" O.C. --- 4 BAYS 8 d NAILS nr4°O.0 OUTLOOKER BILK SIMPSON MTS12 C LOOKOUT RAFTERS IF APPLICABLE STRUCT. SHEATHING 7/16" MIN. THK. NAIL w/8d COM @ 3" O.0 EDGES & 6" U.C. FIELD --- 10D@4"ac \— GABLE 'TRUSS NAIL TOP OF', r° TO GABLE TRUSS wr2-12D & (1) SIMPSON M TS1'l w/ 14-1od x 1 '1/2" NAIL TRUSS BOTTOM CHORD TO 2X4 DEAD- WOOD w/1 6D g 4" ac SIM PSON LSTA30 w/ 14-10D @48" O.0 FRAME WALL BELOW SEE PLAN TYPICAL CKOSS BRACING 4 ~ Df -TAIL 52.02 /-v VIMUN 2-2X4-2 :OSS BRACING '_E PLAN FOR CATION) (3) 12d PER JOINT TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I 4 FT. I ----------------------------------------------------- 4 FT. 0 , � �\ � 2 J ,� 1 ------------------------------------------- i 5 F -D. 4 FT. 6 5 F11. 4 FT. J \\ ------- ---------- _ --- ®; �J OCL \ \' \\\ 4 FT. I \ I--------------------- �J 3 ------- r-- I 4 FT. �j ZO 4 FT. i\ ROOF NAILING ZONE DIAGRAM ROOF NAILING SHEDULE: OA NAIL AT BASE 2 ROWS @4" O.0 VV/8d COMMON NAIL NAILING ZONES (SINGLE AND TILE) © NAIL AT TOP PLATE TWO ROWS @ 4" O.0 VV/8d COMMON NAIL �C NAIL OPENING PERIMETER @ 3" O.0 VV/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.0 ON EDGE AND 6" O.0 IN FIELD 0 NAIL INT. AT 6" O.0 VV/8d COMMON NAIL ZONE 2:8d RING SHANK NAILS @ 6" O.0 ON EDGE AND 6" O.0 IN FIELD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.0 VV/8d COMMON ZONE 3:8d RING SHANK NAILS cr 4" O.0 ON EDGE AND 4" O.0 IN FIELD NAIL (NOTE IF 5/8" PLW\IOOD IS USED, CONTRACTOR MUST U SE 10d RING OF PLYIAJOOD SPLICE @ HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) 1Al/8d COMMON NAIL @ 4" O.C. (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: ROOF SHEATHING: (APA RATED EXPOSURE '1) 1/2" NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN /2" RATED 24/16 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES 18191 NW 68 Ave, Office 204, Miami, FI 33015 Telephone (305) 900-5647 Email: costumerservices@sdp-us.com 10 1I 1 17861 0 e r n r 1_,J fl' �.�• \yam 5. IF THESE DRAWINGS OR ANY PART THEREOF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT OR THE EI'IGLUEER rhE ?ERSCII SO DOQiG WILL BE INDEBTED TO THE ARCHITECT FOR HIS FUt-6 OCiLMZ5JUL ALL DESIGNS AND DRAWINGS HERE IN A110 PP9(7S ISSUED 3Y rie ARCHITECT OR THE ENGINEER ARE THE PRO?-:RTt OF TIRE ARC"1TECTS Alit) SHALL NOT BE REUSED ON ANY OTHER LOCATrAi EXCEPT THE Of1E FOR WHICH THEY WERE EXPRESSLY DESIGNED. FBC 107.2.1. Scope of Work No. Description Date CAMSAVE LLC 1811 W 15TH ST, SANFORD CITY 1811 W 15TH ST, SANFORD, FL 32771 Structural Roof Plan Project Number 2017-06-28 Date Issue Date Drawn By Author Checked By Checker Scale As indicated 25/5/2018 3:12:26 p. m. c *** Approved By: Delivery Date: R ease Print — --Name Emp of yed_By __ . --- Approval-Cute I +11 � �t�,,f° � �•r .RFM' t � 1t��1�� `�i"f�; i;�E$3.I 3'�n",f ; p'- LUMBER CO.,LLC 6100 SE 68th Street, Ocala, FL 34472 Phone (352) 347--7661 Fax: (347) 347-7797 A.. Sig, I"till U of (111.3 (lot-nIu—t ackiialw[.Im that tire '11-t It., IIYlell ell tills tit— PIAL-ClllellI I II I. gr'i III IIs entirety .15 111 agl'eelllel It 1v 1111 Ilse fill loll ling let ills, IIIcill d ing , bit not 11ullied to: .Q The clleul Is mpunslble to verify the acL:urucy of lurunn:dlon subulilled for use In deslgn, fabrludo I j orad schedullug. Ally Labor, nlalerlal or dale delay Inalrred from n Inadequate err hlcurreel hdoualiou supplied rruw the client, will be at the Atilt Ps expense. Any field ill exsul eur-ls, by All associate of 'flbbelts Lumber Co., LLC, are performed as u courtesy to the client end ,hull be verified by the ellen. b) De'lgn 011. ria: 'Ihe Client adolowledges that the truss design criteria nuted ou this truss pixeweut diagram meets or exceeds the design alteflu spi,cilled by the bu11dlug desigucr, ergincer of record. .lid kxul and state bu11,11 g requinauents i L') Fabrledlou and Delllely: One apI nIWd truss PLaeewe 1, diagram um.A be fetunind w List bum wtnufattoer I bcfure fabr(cutlon and delivery will be scheduled. It Is the client's respuu,lbillly to co-ordlaste driller dates lvllh 11 1.Irus nlunufaclurer.'file client shall pruvide u mucked location for delivery, lrlh ea Ysust be aeeilble, .et uud clear of uedrrlals And '16,1s. In lieu of this, truss will be dcli—cd in the bo! .-JUL a kcallwl at aur 'it "r's diurudou. Care and handlhlg of Ihe Irusces following delivery Is [lore n:spnnslta{r d the dleut. d) InAllatlou .b' Dracing: BCSI 2008 (Ituilding Coniponeul Safely Infu'l-ti-) WTCA/TYf;ulddlnrs ,kat lx followed wllell handling, hismlilug & In clug Lasses. TeI,,I—my alul or permanent brachlg -ind bk.1,1 g is Ilot metl.drd In j lids Olin; Ifuss package. TI'llsses shat be br aced to prevail. rotation anti lu tivi11L' Metal st4uhty in lt-urdince with roluirelllr'llts specifled III the t'uttsbactoll tloCuluvitts for the building alit[ 1111 (lie IWl.idual cuss de -4:n W dra"lligs. 'file o'er; ll,tabluty of hie Irilss spteiu Is the restru-ibuity, of 1111: bnilding design- - rl LL_ e) Meld Fruulug: 1.) Tray crilings uud other ceillug tnulsltlmis lily requh'u field fr:uoing by other. L) Cdtlr dreps 'Altai Y11IIl:y.ti III1I Alma are to be field fl'allllll by other\ J.) Overhangs Inlay be over ICu-.lh - out to (11 1] the rd. Q Overit; un ;ere 2x4 or 2x6 - no blocking is applied. Corner Jacks will be square cut and hlp Jx1s .dl be &.1:4 b—Ard Z i f) Repalls: 'truss related problems are to be Icpotted to Ihe tress Manufacturer ASAP, prefersiAy in rrnwg I Uo Ivor Cut Any f'o. , bef_ LludeLtllg tae it wss Inam,faeturer l,hh ,PrdrlL, fir we w tfrnr. Ay arlid W Illodiricallolls lllade without all ell^Illeel'ell fcPall' IIIawilig vitt be lite respollsibillty of the CIkaL N. bxk dn�es itr crane Clllatges of Any kind ,al iie ALLCPIed uldo85 spWil"'lly giju ved Ill writng by t� l,— —� U mulageuleut. g) This Tfuss Placement Dlaglaua ,vas not created by an engineer, rattler by 'flbbelts Lumbtr Co. LLC use fid is pllfely to be lista as .111 lustallatiull guide and does not require a seal. Truss deAgr auslysis are on the Truss Ueslgii Drnrings, ,,Lith way be scaled by lhc'fnlss Design Fnglueer. I I Floor.- Load: 55# psf; 40 TCLL, 10 TCDL, 00 BCLL , 05 BCDL; Dur.: 1.00 Design checked for 10 psf non -concurrent LL on BC. Roof: Load: 37# psf; 20 TCLL, 07 TCDL, 00 BCLL, 10 BCDL; Dur.: 1.25 Design checked for 10 psf non -concurrent LL on BC Q Mitek Engineering Exposure C E Building Code - --- FBC 2017 Mean Height W r ASCE 7-10 Bldg. Category II _ TPI 1-2014 Importance Factor 11.00 zTruss Design Comp. & Cladding_ Enclosure Enclosed Uplift Calculations MWFRS Entry Exposed to Wind Wind Speed : 140 mph US_ Lanai Exposed to Wind W _ o ROOF CRITERIA FLOOR CRITERIA --' T. C. Pitch 6/12 T. 0-. Size PC42 v B.C. Pitch _ 0/12 Depth 16" IL T.C. Size :� 2x4 _ Spacing 16" 0. C. Heel Height _ 4 3/16'' Bearing _ 8" Bearing 8" Lumber SP Cantilever 0 Vapor barrier between floor & concrete by other. Overhang 20" Floor trusses held back 31/4" at exterior wall, block � O.H. Cut Plumb and fill by other. Blocking for transfer of vertical _: 24" O.C. load from above by others. Odd space floor _ _Spacing Lumber trusses around plumbing as noted. SP Roof Truss to Truss Connectors Floor Truss to Truss Connectors TYP- THD26 _ TYP.- THD46 A JUS24 G THDH28-2 M Q THDH46 W MSH4221F B 1 HD26-2 H THDH28-3 N R THD48 X MSH426 O- C THDH26-2 _ I THDH210-3_ 0 _ S THDH48 Y MSH4261F w D THDH26_3_ J GTWS2T T THDH410 iz, Z E THD28 K GTWS3_T U THDH610 p F THDH28 L GTWS4T JVJ MSH422 j Installation shall be per connector manufacturers guidelines. All connectors and fie downs other than truss to girder truss connectors are to be specified and supplied by others. 1 11 j 21 f 2 12 _ 2 3 13 �I 23 4 14 24 ry 5 15 25 6 16 26 7 17 j27� J 8 18 28IL 19 - �29 1 10 20 _ 30 Only points listed above have reactions > 50001#1 or Uplift > 1000#. Values shown on the sealed Truss Design Drawings supersede the above N1 N2 --— N3 N4 -. U) N5 Oz N6 N7 -- N9 - 7 Diamond indicates left side of truss on truss design drawings Client: New Trade Homes_ -- Project: Camsav LLC E (D Address: -- - U Date 1 /2/18 Scale 1 /4" = 1'-0" D= 1/4 Revised Drawn By Steve Sheet # 1 of 1 Job # 603385