Loading...
HomeMy WebLinkAbout2409 Hartwell Ave 18-2159 (A) INTERIOR REMODELr c� ffi�dd Building & Fire Prevention Division '13D SacM- ?? "nPERMIT APPLICATION FIRE Of PAPt"iaA t�!'4 Application No: Docrrnlented Construction Value: $ Zy Job Address: Parcel ID: Type of Work: New❑ Add Description of Work: Alteration Repair n" Delrio ,."/:s Plan Review Contact Person: d4 Phone: I' ax: Historic DistriyryesoNoLl Residentialm Commercial[] Change of Usen Moven LIL -25a [' 3tb w :xq 2 Title: ����� N Property Owner Information Name �L=� r G� Phone: i. `" r�� ` �J�2 L%' Street: 9 c TlGtCSResident of property? : G✓�' _.---- ,,� li �y City, State Zip: �-- Contractor Information Nance maA5 4, 1(&"L_ P1►one: Street: l L4 W en*A 1,411, 5` T Fax: City, State Zip: ("-?TVo LM 376'3 State License No.: Architect/Engineer Information Name: 19- 5 Ca Street: Gi%x `�� �c - City, St, Zip: 1-15>_,/'/1 7/J SolclnlCompany: -Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTRE, JOB SITE BEFORE TUE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Olt AN ATTORNEY BI+:I+ORI; RECORDINC YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work- and ipstallations as iutlicated. I certify that no work or installation has commenced prior to the is of a permit and that all work will be performed to rncet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured fon- electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, turd air conditioners, etc. VBC 105.3 Shall he inscribed with the date of applicatiou and like cone ill effect as of that date: 6t1, Edition (2017) Florida Building Code ,w Kevised; January 1, 2015 Penuit Application 1 I i i REPAIR A/C WATER DAMAGE i BEDROOM #1 U IA EE eru 1VIS'I'R BATH REPAIR SINK LEAKING 0 oro eru KITCHEN BATH #1 `�• REPAIR A/C WATER DAMAGE FAMILY ROOM KITCHEN COUNTER TOP,EXTERIOR,GARAGE & BATH RM. A/C CIRCUITS TO BE GFI CIRCUITS TO BE PROTECTED BY ARC FAULT BRKS 1N FAMILY RM,DINNING RM, LIVING RM, PARLORS, REMOVE DOOR AND INFILL WALL I 0 86E ADD DOOR I BEDROOM #2 i i I REPLACE STEPS LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION RM, CLOSETS, HALLWAYS, OR SIMILAR ROOMS. (E3902.12) I NEW SMOKE CARBON DETECTOR REPAIR SIDING r I REMOVE DOOR f I SIMPSON SP1, SP2 OR SP4 i i NEW ENTRY SIMPSON SP1, SP2 OR SP4 i BEDROOM #3 RELOCATE RONT DOOR I EXISTING EGRESS WINDOW EXISTING WINDOW SIMPSON SP1, SP2 OR SP4-- NEW WALL FRAME IN DOOR SIMPSON SP1 SP2 OR SP4 FLOOR PLAN REMOVE CONC FTR ADD NEW DOWEL/ANCHOR TO FTR 3`L" OC W/ 2" WASHER AT BOTTOM PLATE HILTI OR EQUAL EXISTING CONC, SLAB EXIST. HOUSE FF ELEV. 100'- W/ REINF. 6x6 # 10/10 W,W.M. OR FIBERMESH ELEV. 99.68' \ ° 4 4 4 4. v ° 4 v• d - d u a a • . 100 r O � GRADE EXIST.- • 4° d • Li LL d 4 • °jU COMP. FILL _ 4 r-, 4v �dv 4 12' TYP. FTG DETAIL NTS DRILL & EPDXY 8" INTO EXIST. SLAB & (1) #5 REPAR 36" LONG w/ 10' HOOK 0 48" O.C. 3000 PSI 4' CONC. SLAB EXIST. 4" SLAB ELEV, 100' W/ REINF. 6x6 # 10/10 W.W.M. OR FIBERMESH 8' EXIST. 4" CONC. SLAB ELEV. 98.67' ELEV. 100 /r dd v 4 r Q ° °° 4 '+ d •O f • .- . _-- • - e GRADE VAPOR BARRIER ' , . •e •A41 e . I �-• COMP. FILL � . ± � T ••• rB" TYP. FTG DETAIL NTS 4' CONC. LEVELING SLAB EXISTING 4 CONC SLAB. w/ 1 13 RB (3) SIDES SEE PIAN • n" GRADE ••' • A O DRILL & EPDXY 4' INTO '° • EXIST. PORCH SLAB #5 REBAR • 6" LONG w/ 10' HOOK 0 •. 96. " O.C. 16" • A FTG DETAIL F FTG, W/ (2) #5 —4' CONC, — #5 REBAR TYP, BENT BAR W/ 25' LAP E.W. TYP OF 2 CORNER BAR DETAIL SIMP50N 00 I LTS1 SIMPSON LfS12, � FRAMING PLAN SIMPSON L"fS12, ` I .. I REMOVE 8" OF EXIST GONG FTR FOR NEW DOWEL TO FTR %" IONO w/ 1O° i"IOOK Q SIMPSON LTS12, I I I . ! I WHILE EVERY ATTEMPT HAS BEEN 0 0::) in CrD 4 a- 1-0 MADE IN THE PREERATI❑N OF THESE LLQ U 0c) LLW PLANS TO AVOID MISTAKES, WE O w 000 CANNOT GUARANTEE AGAINST HUMAN � c0 ERROR. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & STRUCTURAL a BEDROOM #I t I REVIEW[ "I FUFt CODE COMPUANCE i Q a - FOUNDATION NOTES LLj 6 MAWS EXAMINE- 3-- r- 0 � a LEVELING '4 PAD AT ENTRY 2 `$ PREPARE SOIL TO RECEIVE 4' CONCRETE SLAB I N O DATE W/ FIBER MESH OR REINF. W/64 - J SINK, -a ,,,' ' I �I , •11 ANDTRE COMPACTED CLEAN TERMITE- I '� DILC+I I7IVi l>vi�� TREATED Fll1 ---_ _� - , _+ _I --- -_ -_ A_PERMI tQ I��p TO BE, 2 PATIO'S TO BE 4" CONC. I -- - ADD D R LICENSE'IT� �I f r J H JFI PF T Y f :: EE WITH THE WORK ApD NOT i , _ VIOLATE, CANCEL., ALTER OR SEI SLAB W/ FIBER OR 6x6 -10x10 WIRE MESH _ _ .. ASIDE ANY. OF- IE PlIOVISION:S OF •THE TECHNICX . SLOPED AS INDICATED ON PLANS. ! Al --- / ,L IS SUANCE OF A PERMrr PREVE Tr / I FOOTING TO BE 16' W x 16' D I rB--�TYP. F rG DETAIL THE FJ R 11401, 'UGlllc Off FICIAL FROM THEREAFTER OF ERRORS IN PLAN' W/(2) #5 BARS CONT., 25' LAPP SPLICE N8,N Nf00 OF THIS CODE 0. REFERENCE 100.0' - I - --- ELEVATzoN 1 I a •:- 1 FTG DETAIL i BORA-CAR5E AS A TERMITICIDE I 4" CONC. SLAB W/ FIBER MESH `- SO AS TO COMPLY WITH BED ' v 64 #10 W.W.M. REINF. OVER .00 2017 FBC (2304.11) VAPOR BARRIER OVER TERMITE TREATED WELL COMPACT FILL, TIP. r Ji- aClf'; .1k'"� �;'' Client and Consultant each agree to indemnify and hold the other harmless, and their respective officers, employees, agents, and representatives from and against liability for all claims, losses, l! I " -- - damages, and expenses, including reasonable attorneys' fees, to the extent such claims, losses, damages, or expenses ore caused by the indemnifying partys claims, losses, damages, or expenses j T - I; ;I I' 6ptLIDINc I are caused by the joint or concurrent negligence of the client and Consultant, they shall be borne by each party ;n proportion to its negligence. - --- ----------- _ ' The standard of care for all professional services performed or furnished by the Consultant under this FOOTING PLAN Agreement will be the skill and care used by members of the Consultant's profession practicing under _ 1 g similar circumstances at the some times and in the some locality. Consultant makes no warranties, RT, express or implied, under Agreement or otherwise, in connection with Consultant's services. 1/4' = 1'-0' i SIMPSON LTS12, SIMPSON LTS12, -- - - - I .I I I' I I I I r I .I �I 21 24- 1�11C Ij I I X,o;ii I I 11 SIMPSON LfS12, � FRAMING PLAN SIMPSON L"fS12, ` I .. I REMOVE 8" OF EXIST GONG FTR FOR NEW DOWEL TO FTR %" IONO w/ 1O° i"IOOK Q SIMPSON LTS12, 96" O.C. MAX. SEE PLAN 8n1 n \EXIST. HOUSE FF ELEV. 10 MSTR BATH 2500 PSI 4 CONC. SLAB W/ REINF. 6x6 # 10/10 n W.W.M. OR FIBERMESH EXIST. 4 CONC. SLAB ELEV. 99.68' ELEV. 98.33' v d 417 r v 4 v v ° d • I �✓ o d v ° v . e +� °° I MSTR BEDRM ani KITCHEN A e e� e GRADE BATH -- EXIST. d v 4 4 COMP. FILL 44 • • i 12" FAMILY ROOM OPTIONAL, FTG DETAIL ,icon COPY N -FS 1 ; ELECTRICAL LEGEND SMOKE/CARBON DETECTOR -10- EXHAUST FAN w/ LIGHT 0-- 110V OUTLET =0-- 110V CEILING OUTLET Er= 220V OUTLET D TELEPHONE JACK SURFACE MTD. INCANDESCE. SWITCH RECESSED INCANDESCE. FLUORESCENT STRIP �aDO FLOOD LAMPS CEILING PADDLE FAN O O W/ LIGHT i I I I . ! I WHILE EVERY ATTEMPT HAS BEEN 0 0::) in CrD 96" O.C. MAX. SEE PLAN 8n1 n \EXIST. HOUSE FF ELEV. 10 MSTR BATH 2500 PSI 4 CONC. SLAB W/ REINF. 6x6 # 10/10 n W.W.M. OR FIBERMESH EXIST. 4 CONC. SLAB ELEV. 99.68' ELEV. 98.33' v d 417 r v 4 v v ° d • I �✓ o d v ° v . e +� °° I MSTR BEDRM ani KITCHEN A e e� e GRADE BATH -- EXIST. d v 4 4 COMP. FILL 44 • • i 12" FAMILY ROOM OPTIONAL, FTG DETAIL ,icon COPY N -FS 1 ; ELECTRICAL LEGEND SMOKE/CARBON DETECTOR -10- EXHAUST FAN w/ LIGHT 0-- 110V OUTLET =0-- 110V CEILING OUTLET Er= 220V OUTLET D TELEPHONE JACK SURFACE MTD. INCANDESCE. SWITCH RECESSED INCANDESCE. FLUORESCENT STRIP �aDO FLOOD LAMPS CEILING PADDLE FAN O O W/ LIGHT i WHILE EVERY ATTEMPT HAS BEEN 0 0::) in CrD 4 a- 1-0 MADE IN THE PREERATI❑N OF THESE LLQ U 0c) LLW PLANS TO AVOID MISTAKES, WE O w 000 CANNOT GUARANTEE AGAINST HUMAN � c0 ERROR. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & STRUCTURAL BEDROOM #I ENGINEERING IN FIELD. REVIEW[ "I FUFt CODE COMPUANCE i Q a - FOUNDATION NOTES LLj 6 MAWS EXAMINE- 3-- r- 0 � a LEVELING '4 PAD AT ENTRY 2 `$ PREPARE SOIL TO RECEIVE 4' CONCRETE SLAB I N O DATE W/ FIBER MESH OR REINF. W/64 - J . 10x10 WIRE MESH OVER 6 MIL, V15QUEEN ANDTRE COMPACTED CLEAN TERMITE- I '� DILC+I I7IVi l>vi�� TREATED Fll1 ---_ _� - --BEDROOM #2 . _ .. U _ _- -- -- _+ _I --- -_ -_ A_PERMI tQ I��p TO BE, 2 PATIO'S TO BE 4" CONC. I -- - ADD D R LICENSE'IT� �I f r J H JFI PF T Y f :: EE WITH THE WORK ApD NOT i , _ VIOLATE, CANCEL., ALTER OR SEI SLAB W/ FIBER OR 6x6 -10x10 WIRE MESH _ _ .. ASIDE ANY. OF- IE PlIOVISION:S OF •THE TECHNICX . SLOPED AS INDICATED ON PLANS. ! CODE3, NC 131- / ,L IS SUANCE OF A PERMrr PREVE Tr / I FOOTING TO BE 16' W x 16' D I rB--�TYP. F rG DETAIL THE FJ R 11401, 'UGlllc Off FICIAL FROM THEREAFTER OF ERRORS IN PLAN' W/(2) #5 BARS CONT., 25' LAPP SPLICE N8,N Nf00 OF THIS CODE 0. REFERENCE 100.0' ELEVATzoN 1 I a •:- 1 FTG DETAIL i BORA-CAR5E AS A TERMITICIDE I 4" CONC. SLAB W/ FIBER MESH `- SO AS TO COMPLY WITH BED 64 #10 W.W.M. REINF. OVER .00 2017 FBC (2304.11) VAPOR BARRIER OVER TERMITE TREATED WELL COMPACT FILL, TIP. Client and Consultant each agree to indemnify and hold the other harmless, and their respective officers, employees, agents, and representatives from and against liability for all claims, losses, l! I " -- - damages, and expenses, including reasonable attorneys' fees, to the extent such claims, losses, damages, or expenses ore caused by the indemnifying partys claims, losses, damages, or expenses i T - •-. --, I j• 6ptLIDINc are caused by the joint or concurrent negligence of the client and Consultant, they shall be borne by each party ;n proportion to its negligence. - --- ----------- _ - -- - --- ---- _ .-., _ SAPJFUFZD The standard of care for all professional services performed or furnished by the Consultant under this FOOTING PLAN Agreement will be the skill and care used by members of the Consultant's profession practicing under _ 1 g similar circumstances at the some times and in the some locality. Consultant makes no warranties, RT, express or implied, under Agreement or otherwise, in connection with Consultant's services. 1/4' = 1'-0' i 7 W� 0 0::) in CrD 4 a- 1-0 LLQ U 0c) LLW O 3 f® Uj LU CL + 00 oocn ®(n i- 1�< ®nn! 100 r- LL 1 Z.< 1--0 0LLJ =®Z 00 ® n... Luo z0 mm—u- Ujz MC3 cn� +-�CJz z ®LU lel ®� �0�y ill,- LUW®� �i-J� �/� ��®"1l�I z ALL WW-PMMMXWW Ix ¢� -JMMg~Jz cn g-jcny�m®gig-J®� z cr w� 004 W UJI CV tpo�� 0 Lo 1 :5— z LlJ co r 6J N a X ® ®•� z 0 d :5 z afr. ® (L r '® 0 IL in in CrD LLQ U O w 000 G � c0 CO U Q Ell Lj- LLj 6 r- 0 � CD N O 3 f® Uj LU CL + 00 oocn ®(n i- 1�< ®nn! 100 r- LL 1 Z.< 1--0 0LLJ =®Z 00 ® n... Luo z0 mm—u- Ujz MC3 cn� +-�CJz z ®LU lel ®� �0�y ill,- LUW®� �i-J� �/� ��®"1l�I z ALL WW-PMMMXWW Ix ¢� -JMMg~Jz cn g-jcny�m®gig-J®� z cr w� 004 W UJI CV tpo�� 0 Lo 1 :5— z LlJ co r 6J N a X ® ®•� z 0 d :5 z afr. ® (L r '® 0 IL 2" x 16d COMMON @ 16" O.C. AT TOP AND BOTTOM EDGE (RE TABLE 2306.1 SBCCI) 2x STUD CONT. TO 12 4 3 � -TAB SHINGLES OVER 15# FELT NOTES. 16d SPIKES ® 12" z TOP PLATE 2-2x STUD HEADER -CONT. UNDER LINTELS W/ CLUE & NAILED 1/2" 4 -PLY PLYWD, OR OSB SHEATHING OVER PREFAB WD. TRUSSES I. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER MANUFACTURER. HEADER SCHEDULE OPENING WIDTH BEARING WALL NON-BEARING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE BARRIER ABOVE HEADER TO ( ) (NAIL 8d, 4" EDGE, 12" FIELD, O.C) 2. HEADER STUD REQUIREMENT: SHEARWALL 0'-0" TO 3'-0" 2-2x6'S PRE-ENGINEERED ROOF (9 24" O.C. \` ` ` HURRICANE CLIP- SIMPSON LI'312, NAIL14-10d 2-2x6'S 1 HEADER STUDS EACH SIDE l,-6""TO 6'-0" 2 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" 2 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" 2-2xl2'S 2-2x8'S T -1" TO 9'-0" ALL. HURRICANE HOLD—DOWNS FOR WOOD TOTRUSSES 2-2x12'S TO RAFTER AND TOP ® 2 HEADER OPTION - A ETHER RESISTIVE WOOD ARE SIMPSON MTS -12 UNLESS( F3 PLATE. � STUDS REQ. (1) FULL LENGTH STUD HEADER STUDS REQ. (2) FULL LENGTH STUDS 4 HEADER STUDS REQ. FULL n ®` Z FLASHING Vi SIMPSON SPZ OR SP4 n (2) LENGTH STUDS ® p�qi •4I OTHERWISE NOTED, ®IL r- SILL PLATE 3. BEARING WALL NAIL PATTERN J � d Z ✓� 1. PLYWOOD: (FIELD) USE 10d . NAILS ® 12" 0/C LSI D q® 0 LL I• O GALV. MTL. OR ALUM. DRIP (EDGE) USE 10d NAILS ® 6" 0/C o� R-19 FIBERGLASS 2. GYPSUM: (FIELD) USE 5d NAILS ® 10" 0/C INSUL. 1/2" GYPSUM BD, ALUMN. FASCIA (EDGE) USE 5d NAILS @ 7" 0/C 1/2" GYPSUM BD. -� f _�--- �__ __--- - -� 2"x 6" P.T. FASCIA 4. ROOF NAIL PATTERN: Q1 ZONE 1 USE WOOD FOR STRUCTURAL CONDITIONS TO BE NAIL w/ 5d - 8d RINGSHANK NAILS (FIELD) NAILS @ 12" 0/C (EDGE) ® 6" 0/C COOLER, 7' O.C. ®ZONE 2 - USED 8d RINGSHANK NAILS (FIELD) NAILS 0 12" OIC (EDGE) ® 6" O/C GROUP II SPECIES OR MINIMUM fb=>1300 P.S.I. 16° 0 ZONE 3 - USE 8d RINGSHANK NAILS (FIELD) NAILS 0 12" OIC (EDGE) @ 6" 0/C 5. 5/8" GYPSUM CEILING: USE 5d NAILS ® 7" 0/C - 6. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF ® 16" O.C. UP TO 14'-0" HGT. ""— (2) 2"x 1L" HEADER W/ 1/2" FLETCH PLATE 4� ALUM. SOFFIT i 2" x 16d COMMON @ 16" O.C. AT TOP AND BOTTOM EDGE (RE TABLE 2306.1 SBCCI) 2 X 4 FIRE - BLOCKING AT MID -SPAN 1/2" PLYWOOD H2.5 EVERY STUD T❑ ROOF FRAMING \ \ DOUBLE TOP PLATE FLP --SIMPSON LSTA9 AT` - EVERY CRIPPLE B❑TT, SIMPS❑N LSTA24 - — HEADER STUDS — 71m1��1l LH5 EVERY STUD R BOTT. PL, CLIPS REWD WHEN SILL PL. EXCEEDS 48' H. -FULL LENGTH WALL STUDS 2 2 X 4 FIRE BLOCKING AT MID -SPAN 1/2' X 8' A.B. @ 48' ❑/C C THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. Molyet Engineering LLC WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. ITS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/BUILDER BUT MUST REMAIN WITHIN ALL LOCAL AND STATE GUIDELINES. ELECTRIC SERVICE AND PANEL BOX TO BE LOCATED ON JOB SITE UNLESS OTHERWISE SPECIFIED. —� (2) 2'x 4" .FOP PLATES(S-P-F) ALUMN. VINDOW U o ' i co -+1 HARDIBOARD FINISH OVER HOUSEWRAP - VAPOR BARRIER ON 1/2" OSB BOARD (NAIL 8d, 4" EDGE, 12 FIELD, O.C. TYP.) ____,------ 2"0° 0 16° O.C. --�' GRADE #2 R-11 INSUL. {ISFINc " CONC. SLAB CONNECT EACH STUD W/ SIMPSON SP4, 1/2%8" ANCHOR BOLTS ( 32" U.C., NAIL 6-10d x 1-1/2" TO STUD, OR SP1 W� Zx2x1/i3" WASHERS F F 100 00 4' �4' e ::Q ° ♦ `, a ° •Qn 7 _ - 2"x 4 P.T. BOTTOM PLATE NAILING PATTERN DETAILS ou z NTS " ♦ • < F.G. Y ♦ ♦ ° VAPOR BARRIER a d �___ 16"x16" RIBBON FOOTER T., G W/ 2#5 REBARS ° GRADE 40, 25" LAP SPICE COMP. FILL C TYP. WALL SECT. & FTG. DETAIL WEATHER 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH MECHANICALLY FASTEN AS RESISTIVE FLASHING TO FORM WATER SHEDDING LAPS NECESSARY IN CORNERS BARRIER THROUGH FLASHING \ 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO \ ALLOW FOR 'FLASHING INSTALLATION \ WEATHER 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING TAPE AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 2 / 2x STUD CONT. TO . TOP PLATE . . (ASSEMBLED 16d SPIKES ® 12" z TOP PLATE 2-2x STUD HEADER -CONT. UNDER LINTELS W/ CLUE & NAILED OPENINGS LESS USING 1/2" PLYWD, THAN 5'-0" FLITCH HEADER SCHEDULE OPENING WIDTH BEARING WALL NON-BEARING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE BARRIER ABOVE HEADER TO ( ) OR WALLS �r SHEARWALL 0'-0" TO 3'-0" 2-2x6'S 2-2x4'S 3'-1" TO 5'-0" 2-2x10'S 2-2x6'S 5'-1" TO 7'-0" 2-2xl2'S 2-2x8'S T -1" TO 9'-0" 2-2x12 W/ 1 /2" 2-2x12'S PLYWD. FLITCH ® 2 X 4 FIRE - BLOCKING AT MID -SPAN 1/2" PLYWOOD H2.5 EVERY STUD T❑ ROOF FRAMING \ \ DOUBLE TOP PLATE FLP --SIMPSON LSTA9 AT` - EVERY CRIPPLE B❑TT, SIMPS❑N LSTA24 - — HEADER STUDS — 71m1��1l LH5 EVERY STUD R BOTT. PL, CLIPS REWD WHEN SILL PL. EXCEEDS 48' H. -FULL LENGTH WALL STUDS 2 2 X 4 FIRE BLOCKING AT MID -SPAN 1/2' X 8' A.B. @ 48' ❑/C C THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. Molyet Engineering LLC WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. ITS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL CONTRACTOR TO SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/BUILDER BUT MUST REMAIN WITHIN ALL LOCAL AND STATE GUIDELINES. ELECTRIC SERVICE AND PANEL BOX TO BE LOCATED ON JOB SITE UNLESS OTHERWISE SPECIFIED. —� (2) 2'x 4" .FOP PLATES(S-P-F) ALUMN. VINDOW U o ' i co -+1 HARDIBOARD FINISH OVER HOUSEWRAP - VAPOR BARRIER ON 1/2" OSB BOARD (NAIL 8d, 4" EDGE, 12 FIELD, O.C. TYP.) ____,------ 2"0° 0 16° O.C. --�' GRADE #2 R-11 INSUL. {ISFINc " CONC. SLAB CONNECT EACH STUD W/ SIMPSON SP4, 1/2%8" ANCHOR BOLTS ( 32" U.C., NAIL 6-10d x 1-1/2" TO STUD, OR SP1 W� Zx2x1/i3" WASHERS F F 100 00 4' �4' e ::Q ° ♦ `, a ° •Qn 7 _ - 2"x 4 P.T. BOTTOM PLATE NAILING PATTERN DETAILS ou z NTS " ♦ • < F.G. Y ♦ ♦ ° VAPOR BARRIER a d �___ 16"x16" RIBBON FOOTER T., G W/ 2#5 REBARS ° GRADE 40, 25" LAP SPICE COMP. FILL C TYP. WALL SECT. & FTG. DETAIL WEATHER 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH MECHANICALLY FASTEN AS RESISTIVE FLASHING TO FORM WATER SHEDDING LAPS NECESSARY IN CORNERS BARRIER THROUGH FLASHING \ 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO \ ALLOW FOR 'FLASHING INSTALLATION \ WEATHER 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING TAPE AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 2 / FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING DO NOT FLASH / l -n (ASSEMBLED OVER BOTTOM �l z WINDOW) T �.. HEAD FLASHING TIE-IN O INSTRUCTIONS: FLASHING 1. CUT, FOLD UP & TEMPORARILY NOTES: FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING CORNER PATCH SEE NOTE #2-----i Q WALL SHEATHING O NOTES: NOTES: FLASHING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE (MIN. 6' WIDE) 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 3. MECHANICALLY FASTEN AS NECESSARY 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS DO NOT FLASH / l �� OVER BOTTOM �l z 0 NAILING FLANGE �.. HEAD FLASHING TIE-IN O INSTRUCTIONS: 0 1. CUT, FOLD UP & TEMPORARILY NOTES: l L SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE BARRIER ABOVE HEADER TO ( ) dr00 ALLOW FOR FLASHING �r INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE clorD 2. INSTALL HEAD FLASHING UNDER o opo WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER BACK OVER HEAD BARRIER TO FORM WATER SHEDDING LAPS EA LA FLASHING AND SEAL WITH TAPE BARRIER & 1LY SECURE ® L 00 OPTION - A ETHER RESISTIVE RIER n ®` Z FLASHING Vi n WOODEN ® p�qi •4I SIDING ®IL r- SILL PLATE CORNER PATCH SEE NOTE #2-----i Q WALL SHEATHING O NOTES: NOTES: FLASHING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE (MIN. 6' WIDE) 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 3. MECHANICALLY FASTEN AS NECESSARY 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS CD CV ZCo LI 0 �c'ri��CV rV5 UJ cxi � ❑ �" i=L � M ui A.. 0 + i ow ujg ha cn ®� ®®� wz OLU =9Z ®® C> tFSAw za mm-0-� BSc WW® + cncn® z aJ ` OC®Q ®�C,C1��Q cncn ®JLu Lu 0 wtt_jLiJ®Z �Lt-FFW� ammm=Ww �_z Qp .�==F--O-jo 13 F®Ld iL > > R LL w U 717 _T7� �� 0 z 0 �.. ' CL o U) O CrD 0 l L A � W Lu 0 dr00 ,�. �r CD CV ZCo LI 0 �c'ri��CV rV5 UJ cxi � ❑ �" i=L � M ui A.. 0 + i ow ujg ha cn ®� ®®� wz OLU =9Z ®® C> tFSAw za mm-0-� BSc WW® + cncn® z aJ ` OC®Q ®�C,C1��Q cncn ®JLu Lu 0 wtt_jLiJ®Z �Lt-FFW� ammm=Ww �_z Qp .�==F--O-jo 13 F®Ld iL > > R LL w U z L0 �.. O CrD ry l L 0 CV Lu 0 dr00 ,�. �r C.) LTi CD L0 Lu ® clorD cq o opo qL z LuLL � N p X ® L 00 4) +� 4-0 n ®` Z —00 Vi n ® p�qi •4I ®IL J � d t2 Li ✓� ~ LSI D q® 0 LL I• O o� N D CD CV ZCo LI 0 �c'ri��CV rV5 UJ cxi � ❑ �" i=L � M ui A.. 0 + i ow ujg ha cn ®� ®®� wz OLU =9Z ®® C> tFSAw za mm-0-� BSc WW® + cncn® z aJ ` OC®Q ®�C,C1��Q cncn ®JLu Lu 0 wtt_jLiJ®Z �Lt-FFW� ammm=Ww �_z Qp .�==F--O-jo 13 F®Ld iL > > R LL w U z CC z LJ 0 CV Lu 0 dr00 ,�. �r C.) LTi CD L0 Lu ® cm cq qL z LuLL � N p X ® 4) +� 4-0 n ®` Z Lu Z Vi n ® p�qi •4I ®IL q� q® 0 LL