The URL can be used to link to this page

Permit 1923 Beach Avenue WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 904-389-5456 FL. CORP. AA2755 EXISTING AREAS: ---------------- FIRST FLOOR HVAC: 1,552 S.F. ---------------- FIRST FLOOR PORCHES AND GARAGE: 702 S.F. TOTAL FIRST FLOOR: 2,254 S.F. SECOND FLOOR HVAC: 1,1`16 S.F. SECOND FLOOR COVERED PORCHES: 56 S.F. SECOND FLOOR TOTAL: 1,172 S.F. -- -------- --- ------- El WILLIAM A.LELITHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 8/23/2010 ------------------- APPROVED BY: SCALE: L--------------------------- WAL 1 1 0'-o" DRAWING FILE: HASTINGS 1.1 SITE RENOVATION TO RESIDENCE MR. AND MRS. RICHARD HASTINGS 1923 BEACH AVENUE ------------------------------ L---------------------------- ATLANTIC BEACH, FLORIDA RVEMD FOR CODE CoMnLANCE CM OF ATLANTIC REACH SEEPERMnSFORADDMONAL SITE PLAN REQUMEMENIS AND COMMONS R =4i�_ a_ EVIEWED BY: FILE COP WILLIAM LEUTHOLD EXISTING WOOD ARCHITECT INC. DECK IN VERY POOR CONDITION 2742 HERSCHEL STREET 42'-0" JACKSONVILLE, FLORIDA 32205 904-389-5456 FL. CORP. AA2755 -- EXISTING BRICK STEPS EXISTING AREAS: FIRST FLOOR HVAC: 1,552 S.F. FIRST FLOOR PORCHES AND GARAGE: 702 S.F. VA TOTAL FIRST FLOOR: 2,254 S.F. SECOND FLOOR HVAC: 1,116 S.F. WOOD RAILINGS REPLACEMENT PLACEMENT SECOND FLOOR COVERED PORCHES: 56 S.F. FALLING APART WINDOWS IN WINDOWS IN/ SECOND FLOOR TOTAL: 1,172 S.F. NkNINGS SMALLER OOD RAILINGS OPENINGS,,SMALLER THANORIGINAL. THAN O�RGINAL. FALLING APART THIS PART OF THE LIVING MASTER S117ING OFFICE I ROOM IS FORMERLY A PORCH SCREENED PORCH 121-3 X g-2+ 21'-3 X V-4 ll X 9-3 11 EXISTING EXISTING STAIR IN VERY STAIR IN VERY POOR POOR -------------------------- ------------------------------ CONDITION --------- ---------- CONDITION BEAM OVER OPEN BALCONY 12'-9 X 22'1 LIVING ROOM xx 21'-2 X 18'-10 OPEN BALCONY y cm T-2 X 22'1 NGS RT MASTER BEDROOM DINING ROOM 21 X 1T-2 BEACH BATHS 10'-9 X 12'-6 ll 1T-9 _At j VERYLOW -------- IL LAUNDR� CEILINGALONG-_ B'-1 X Y-6 OUTSIDE WALL ---------------- ------ - — — — --------- ------- ----------------- — ---- ---- PANTRY 5-2 X 19-6 /01 VERY S�Kl_ BATH A BATH/MAYBE �-5,Xll FUTURE CLOSET WOOD RAIl 8'-R X ll MISSING 77 "i 28 S.F. ------- KITCHEN 28 S.F. 101-9 X 81-10 STAIRH I ------- 11 1-5 X 1014 -------- 77 1 //7-------- --ol FAMILY ROOM IT-3 X lil 0 STORAGE b T-6 X 6-0 BEDRO* BtDROOM 13'-2 X 1 V-0 13'-8 X 11'1 STUDY 7-5-X T I o FOYE CLOSE LOSET IM X 2 T-8 X 4!41 -8 X 4'1 ------------------- - — — — — — — — —— — —— — — —— — — — — — — — — —— —— —— — — STORAGE VEST 6`-10 X 4'-2 T-10 311l 2................... 1116 S.F. HVAC 511 56 S.F.PORCHES 1172 S.F.TOTAL WILLIAM A.LEUTHOLD AR8902 STORAGE 2V-0 X 20'-6 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: RBP 8123/2010 APPROVED BY: SCALE: WAL 1/4" V-101" DRAWING FILE: HASTINGS 2.1 FP EXIST RENOVATION TO RESIDENCE MR. AND MRS. 20 RICHARD HASTINGS 1552 S.F.HVAC 2254 S.F.TOTAL 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA EXISTING FIRST FLOOR PLAN EXISTING FLOOR PLANS EXISTING SECOND FLOOR PLAN 1/8" 11-0. 1/811 NORTH NORTH 2al WILLIAM LEUTHOLD EXISTING WOOD DECK IN VERY ARCHITECT INC. POOR CONDITION 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 I--------------------- -------------- 904-389-5456 FL. CORP. AA2755 EXISTING REMOVE ALL REMOVE ALL BRICK STEPS — — — — — —— — — — — — — —WINDOWS(TYP)— —— — — — — — — — — — — — WINDOWS(TYP) ------- EXISTING AREAS: FIRST FLOOR HVAQ 1,552 S.F. ---------- ------------ --------- ----- ---------------- ---------------- ----- ------- - ------- FIRST FLOOR PORCHES AND GARAGE: 702 S.F. --------- ------- - TOTAL FIRST FLOOR: 2,254 S.F. ------------------------ --- --------- SECOND FLOOR HVAC: 1,116 S.F. REMOVE ALL I REMOVE WOOD WINDOWS(rYP) SECOND FLOOR COVERED PORCHES: 56 S.F. RAILINGS SECOND FLOOR TOTAL: 1,172 S.F. REMOVE WOOD 1031 RAILINGS -------f7 REMOVE SLIDING ------ THIS PART OF THE LIVING REMOVE ROOF AND GLASS DOORS ------ ROOM IS FORMERLY A PORCH ROOF FRAMING FROM AREA OF NEW STAIR EXISTING REMOVE WOOD STAIR IN VERY STAIR POOR ------------------------------------------------------- CONDITION ------------ BEAM OVER ------ I D�l---------- ---- ---------- rz REMOVE PORTION I I I I I \\ // I I I I I I 1 1:11 REMOVE ALL OF WALL FOR ------ LL -L I !,I I WINDOWS I NEW WINDOW OPENING Li REMOVE ALL WINDOWS REMOV ALL FIXTURES, REMOVE DOOR FINISHE S AND WALLS�HOWN DASHEI I ------------ REMOVE WALLS REMOVE WALLS 7--------------- -- ------ --------i FOR ROOM FOR ROOM --------------- -- EXPANSION EXPANSION I REMOVE PORTION --------- -4 T -p OF WALL FOR T------- -7-F77====q REMOVE WALLS I F FOR ROOM NEW WINDOW 4MOVE LOW TPII EXPANSION WALLS TO L----------- FLOOR ---- ------------- - ------- ----------------- --\----=7======�=---- -----�Iz-_:; --- -4------------L-----L L J �iEMOVII REIMOVE PG�TION Ri;Mll \yj 1111 \—/ w Ou WALL FOR FI)(r1l FIXTURES, -EINISHP AND 0� FINISHES AND R OM EXPANSI illu WALLS SHOWN ---WAII SHOWN L REMOVE ALL ---------- L------- FIXTURES, Hill R OVE EM ALL FINISHES AND WINDOWS(TYP) L------- WALLS SHOWN L -j --- ---- DASHED --- + ------ ---- --------------- 71 -------- - L------J REMOVE ENTIRE J-- LL PORCH. SLAB TO REMOVE PORCH 7------------- ------ L------------ ROOF ROOF. REMOVE ALL WALLS SHOWN DASHED --------- EMIl REMOVE ALL IXTLI WINDOWS(TYP) INISHESAND )NALLS�HOWN III ALL I III I REMOVE ALL DAS�Ell WI DOWS(III WINDOWS(TYP) --------------- T------ ------ ----- ----- REMOVE ALL REMOVE ALL I -L� I I —— —— — — — mmwafll— —— — — — — —— — — — — —— —— — - --— —— — — REMOVE POR I-ION OF WALL ---J p L------------------ -------- REMOVE PORCH ---------- F' ---------- -------- ROOF REMOVE PORTIO IN OF WALL FOR LL ROOM EXPANSION ------------- -Ji WILLIAM A.LEUTHOLD AR8902 q Hill Hill REMOVE ALL I I II� lill REMOVE ALL WINDOWS ftP) WINDOWS 9YP) FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: WAL 8/23/2010 APPROVED BY: SCALE: WAL 1/4" V-0" DRAWING FILE: HASTINGS 2.2 DEMO RENOVATION TO RESIDENCE MR. AND MRS. FIRST FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN. RICHARD HASTINGS 1/8"=V-10" NORTH NORTH 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA DEMOLITION PLANS s-f 5=f=f El L 2m2 WILLIAM LIELITHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 REMOVE 904-389-5456 FL. CORP. AA2755 ROOFING REMOVE EAVE DRIP FASCIA& --------- SOF14 --- - ---------- - ------------------------------------ -------------------------------------------- 7 7 REMOVE WINDOWS &CASING,TYP. I IIL------- ---- ----- REMOVE RAILING \X ------ L REMOVE L _LL-w-m REMOVE ROOF ROOFING STRUCTURE REMOVE ROOF I I STRUCTURE ----------- ---------------- REMOVETRIM I L------------------------------------------------------------------------- -------------------------- ------ ------- ----------- III Jill III III REMOVE WINDOWS -17 17----- --------11 &CASING,TYP. 1111 L IFT------ 17 71 1 111111 '111 Jill III !IL-------III III u REMOVE DOOR, CASING&AWNING ----------------- REMOVE SIDING EXISTING NORTH ELEVATION- 1/4"=T-0" REMOVE ROOFING -- ------------ REMOVE EAVE DRIP, FASCIA&SOFFIT - -------- ----------------- ----- ---------------------------------------------------------- 7------ 7------7 -------------- ---------- 7--------7 1 r--- 17 IFFr= 7�: 71 F--------7 -- ---- REMOVE WINDOWS GENERAL DEMOLITION NOTES: &CASING,TYJ lf7-----Tj 1.REMOVE GARAGE ROOF STRUCTURE. 11 1 1 IIL I L --------J11 ------- REMOVE RAILING -------1-11 ITT------- 2.REMOVE ALL FASCIA,SOFFIT,TRIM,CASING,SIDING&WINDOWS. 4- 3.REMOVE ALL ROOFING MATERIALS,EAVE DRIP&FLASHING. 71- 1711 - -------- JI I !1L -------- IL LILL -------- REMOVE REMOVE ROOF I ------------ ------ ROOFING STRUCTURE LL ------ -- - ------ - ------ ------------- --------------------- REMOVE TRIM -------------- 11L ---------------------- --------------------- --------------------------- ---------7 REMOVE SCREEN ---- -- ------ &FRAMING 7-----7 1 L --------------- -------------- REMOVE ROOF T7 REMOVE DOOR& CASING- STRUCTURE ------71 ----"-REMOVE WINDOWS &CASING,TYP. ------ -il- L--- I---TT--- REMOVE DECK 1 TT---T REMOVE BRICK REMOVE SIDING STEPS IL------ 11 Lr ------ ---------------------- EXISTING SOUTH ELEVATION_ 1/4" T-I WILLIAM A.LEUTHOLD AR8902 Jill REMOVE REMOVE ROOFING ROOFING REMOVE EAVE DRIP,FASCIA& --------- FLORIDA SEAL ---------------------------- ------------------------------------------------- --------- ------------------------------------------------- SOFFIT REMOVE EAVE DRIP, -------------------------------------------------------------------------------T-- REVISIONS: DATE: FASCIA&SOFFIT ----------7-T;:ZZ�Z�Z�---------- F I I I --- F-------------- -------I I ----------7-7� Im-7=-fl-fl==-- li----------777 F--I ----- ------ 7 r===-r==-7 ------ 7 1 1 1 1 F-T-7 T T--1 TF-, �771 r-7 r-, 1 r------- F ------------- REMOVE WINDOWS REMOVEDOOR& &CASING,TYP. CASING III, I IIL J1 I L REMOVE RAILING----\ DRAWN BY: ------- REMOVE DATE: - - - - - - Ll L� ----------- L----------------- ----------------------------- ------------ 7T7- ---7F--17----77-------------77-------------7 jil III --- L ------Ji I RBP 8/23/2010 ROOFING REMOVE WINDOWS 7 REMOVE PORTION --------- REMOVE APPROVED BY: SCALE: REMOVE &CASING,TYP. OFROOF 11 -011 ROOFING WAL 1/4" ROOFING 1 1 � L �-1 L L ------------- REMOVE SIDING ----------- REMOVE ROOF --------------- ------------- HASTINGS 4.1 ELEV EXIST REMOVE TRIM -------------------- L_jL --------------- --------------A-j------------ ------ STRUCTURE 7--------7 H - 17-------7 1 1 I I I ------------------------- ---------------- ------------------ ----------------- F '-7 =,7 1 7- 71 RENOVATION TO RESIDENCE I r 7-----7 17 - REMOVE SCREEN I I III I 111 111111 111 I IFF--- &FRAMING I III III 11 MR. AND MRS. REMOVE GARAGE DOOR -REMOVE DOOR Hill I J11 11 L J Hill I REMOVE SIDING RICHARD HASTINGS IF,------91 REMOVE DOOR& I L------ CASING 1923 BEACH AVENUE I LL7-- LL- ATLANTIC BEACH, FLORIDA -=,i-�-i REMOVE DECK ----------------- --- -- -- - ------------ - --I------- L---------------------j LL LL LL-- REMOVE BRICK -- ---- EXISTING ELEVATIONS STEPS ---------- EXISTING WEST ELEVATION- 114" 11-0. EAVE ��---------------------- F I L L S CIA& . .... ------ ------------ - ------------- ------------ E ��OWS Vill, EXISTING SOUTH ELEVATION- 4ml 1/4"=V-1)" WILLIAM LEUTHOLI ARCHITECT INC. 2742 HERSCHEL STREET ARCHITECTURAL SHINGLE JACKSONVILLE, FLORIDA 32205 OR METAL ROOF 904-389-5456 FL. CORP. AA2755 AZEK TRIM AZEK TRIM COLUMNS lid ------ -------- AZEK AROUND ------- CEDAR SHINGLES FT ------- --- -------I L WOODOR L 'ILL LI I I Ll I ml, 1 11 Ill COMPOSITE ------ AZEK BAND HANDRAIL 4=- - - - - -- -- - - - - - - - - - - -- - - L I I d I L AZEK TRIM -- --1 ------------ F- - - - - - - - - - - -�7- ----------- -T CEDAR BRACKETED AWNING SHINGLES AT OPENINGS T NEW WOOD STAIR LLU INSIDE CASED OPENING I'LL Ll I :-F NEW WOOD STEPS I AND DECK NORTH ELEVATION 1/4"=V-0" ARCHITECTURAL SHINGLE OR METAL ROOF - - - - - - - - - - - - - - - - - - Q1P - - - - - -- - - - - - - - AZEK TRIM AZEK TRIM - -- I 1 11 ----- 2p �7 77 --------- --------- - AZEK COLUMN RIM CEDAR SHINGLES L-------J -------T11 Ll----- JL----- ------- -L-1------- 7 7.7.7. 7. WOOD OR COMPOSITE HANDRAIL IT T 1 11 AZEK BAND I Ti i LLI�T -- - - - - REMOVE HANDRAIL - - - - - - - - - -------- ----------------------L AZEK TRIM Li BRACKETED AWNING AT SIDE DOORS I IL CEDAR SHINGLES LL LL NEW SCREEN IN FRAME T�71 i�i I I 1 1111 1 1 71--- IL I !111 � N HIM 1WHI ------------------------------ --------------- ---- SOLITH ELEVATION 1/4"=T-1)" WILLIAM A.LEUTHOLD AR8902 ARCHITECTURAL SHINGLE ARCHITECTURAL SHINGLE OR METAL ROOF OR METAL ROOF FLORIDA SEAL AZEKTRIM AZEK TRIM AZEK TRIM - ------ ------ ------ ------ - !I L L I 7 r- AZEK AROUND COLUMNS CEDAR SHINGLES t I t 1�-4 4 11-7-4 1 IT-1 lI I �I Ili 11 DRAWN BY: DATE: =,T7TT1TT WOOD OR COMPOSITE WOOD OR COMPOSITE ]HUM WOOD OR COMPOSITE AZEK BAND I 11 HANDRAIL SVL WAL 8/23/2010 HANDRAIL HANDRAIL IT IL APPROVED BY: SCALE: ]HUL ULU 4�4� E E -L-- I-LI--L� -, I i - -- 1 - 11-01 AZEKTRIM WAL 1/41' �4 --- - - - DRAWING FILE: AZEK TRIM 1 11 1 1 1 1 11 11 Ll HASTINGS 4.2 ELEV BRACKETED AWNING AT RENOVATION TO RESIDENCE NEW SCREEN IN FRAME SIDE DOORS I I] L AZEK TRIM --LL-ILL] 71 MR. AND MRS. NEW WOOD STAIR INSIDE REINFORCED WOOD NEW CLAD WINDOW RICHARD HASTINGS -LL GARAGE DOOR 7 � 77 CASED OPENING 1 � 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA NEW WOOD STEPS NEW WOOD STEPS AND AND DECK ---------- DECK MAIN HOUSE PROPOSED ELEVATIONS WEST ELEVATION SOUTH ELEVATION 1/411=TV 114"=11-01. 4m2 WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 NEW WOOD DECK 904-389-5456 FL. CORP. AA2755 YAX x NEW WOOD DECK 22'- 12-1 FIRST FLOOR HVAC: 1,499 S.F. NEW FIXED,BRACKETED FIRST FLOOR PORCHES AND GARAGE: 692 S.F. AWNING OVER NEW WIN OWS TOTAL FIRST FLOOR: 2,191 S.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - :7 - - - - - - 71� NEW WOOD ITF - - - - - - - - ::T - - - - - - - - - - - - - - I --NEW WOOD SECOND FLOOR HVAC: 1,473 S.F. LANDING LANDING AT DOOR SECOND FLOOR COVERED PORCHES: 300 S.F. - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 7 111 11 11 111 SECOND FLOOR TOTAL: 1,773 S.F. NEW WINDOW NEW WINDOW lgl�l NEW WINDOW TOTALS: — — — — -- — — —— — — 77- - — — — — — L'a ......I� WAC AREA: 2,972 S.F. REMOVE WINDOWS. R:_STORE TOTAL AREA 3,964 S.F. AS COVERED PORCH NEW STYLISH GUARDRAIL x NEW FRkNCH DOOR ��v AX7' ------- STAIR UP DELI I h5 COVEFI&STAIR CASED -------- SCREENED PORCH VA X - — — — — — –71\ COVERED PORCH. ------ OPENING --------- 121�3 X 9-2+ 21'-3 X 9-4 ------ IIiEW FR H DOOR NEW FR H DOOR NEW FR H DOOR -------i - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW WINDOW NEW WINDOW 7 IL77- OPEN 13ALCONY ----- - — — — — — — — — — — — — — — — — — — — — — — — — — — — --- 12'-9 X 22-6 r- LIVING ROOM ---- VULKEM 350/351 R-EM-0-ViiTAIR 21'-2 X 19'-0 1 Ll- - - - - - - - y WATERPROOFING I NEW WINDOW ------- NEWW40W NEW WINDOW ri ------- I EXISTING DINING ROW I . i : C) FIREPLAC 12'1 X 10`4 L NEW MASTER BEDROOM Wlii)OW QUEEN BED VULKEM 350/351 21 X 1X-2 B WATERPROOFING 8`4 F'r7 NEW WIN ow NEW WINDOW //�x F::� ff UNDRY 8'-2 X 6-0 L I VULKEM 350/351 DW I ------ -4 X 41 5 X 61-8 Rl WATERPROOFING CASED PAS§AGE L------ OPENING �9';3 X 3!-10 Ld NEWWINbOW PASSA CLOkTl L ZTED M WIN OW, �EW YFRCH DOOR NEWNFR�CH IDOOR x1l ,all- EXISTING ML E3 L y - - - AX OS T T-8 X 6-3 2'-0 "1 4� 6 9;\6 H DEEP CASE KITCHEN -BALCONY 1 1 16',3 X I V-0 �C�TS E 4-6 MEW- Ll CLOSE W ----------7 NE D F L NEW - ------ WINDOW NEW WINDOW ----------- I ol -&TfidRHA.I \z- S R T-8 X IT-8 TI ilL BATH y -7 r---- - --------- FAMILY ROOM NEW WINDOW -.-i L__ --------- cc 17'-0 X 14'-4 13'-2 X T-4 RAISE FLOOR TO LEVEL OF HOUSE BEDRO ELECT. I a I �? SUB-PANEL cp 13'-8 X 1 V-0 NEW WINDOW I I I r-j MAIN ELECT. PANTRY PANEL STAIR Up r-0 X r-lo NEW `-2 X V-4 WINDOW NEW WINDOW C�%D FOYER NEWWIN�OW S TOI R liq��' I m I OrETING 6-5 X 10'-8 6-2 X T-4 X F I NEW WINDOWS DAY BED STEP --------- L CAB DOWN NEW WINDOW NEW WINDOW C) - - - - - - - - - - - - - - - BATH 7– -8 ----------------- OW H 8076 ----------- L-------- EW WIND X 6-8 0 1 WINDO% CLOSE 1 PASSAGE EAT NEW WINDOW EXISTING V-10 X 19-8 DOOR ------ WILLIAM A.LEUTHOLD AR8902 rx"I DRAWEFS VANITY CLOSET BOOKSHELVES T-2 X T-4 T-10 X�47 Ell ------------ CAB rx N I EW WINDOW FLORIDA SEAL 1"'VNEWWINPOW GARAGE REVISIONS: DATE: 19'-8 X 27-7 ------------ BEDROOM ----------------------------- 19'-8 X 13'-6 LONG TWIN LONG TWIN DRAWN BY: DATE: BUWBED BUNK BED WAL 8/23/2010 APPROVED BY: SCALE: 1 1/81'= -099 NEW WINDOW NEW WIN60W DRAWING FILE: HASTINGS 2.3 FP NEW GARAGE DOOR REN TION TO RESIDENCE NEWWINDOW MR. AND MRS. Z - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - RICHARD HASTINGS 2(Y-10' 20'-10" 1923 BEACH AIVENUE ATLANTIC BEACH, FLORIDA SECOND FLOOR PLAN FIRST FLOOR PLAN, FLOOR PLANS 1/8" 11-0" 1/8"=V-0" NORTH NORTH 2m3 ATLANTIC OCEAN �ILLIAM LEUTHOLD ATLANTIC OCEAN JACHITECT INC. 2142 HERSCHEL STREET RENOVATION TO RESIDENCE I ACKSONVILLE, FLORIDA 32205 904-389-5456 FL. CORP. M2755 MR , & MRS . RICHARD HASTINGS Tp LINE LEGAL DESCRIFrION: pjERSE LINE -TRpvERSE LOT 51,NORTH ATLANTIC BEACH,UNIT 2 1923 BEACH AVENUE DEP NQM ALL CONCRETE SLABS USED FOR PAVING IN THE COASTAL ZONE ATLANTIC BEACH , FLORIDA STAKED HAY BALES FOR SHALL BE SEGMENTED INTO f X 9 MAMUM SIZE PANELS. ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST DEP EROSION CONTROL REGULATIONS. LISTOF DRAWINGS: THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE F_ STANDARDS ESTABLISHED IN SECTION 188-M.007 FLORIDA ---——————— ADMINISTRATIVE CODE. �3 CHAINLINK 1 .1 SITE PLAN THE MAN WIND FORM RESISTING SYMMS AM DESIGNED IN 2.1 EXISTING FLOOR PLANS CONSTRUCTION FENCE ACCORDANCE WITH SECTION 6,ANSVASCE 7-96 MNIMUM DESIGN W/FABRIC SCREEN LOADS FOR BUILDINGS AND OTHER STRUCTURES*TO WITHSTAND 2.3 PROPOSED FLOOR PLANS THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND 3.1 SCHEDULES & DETAILS SPEED OF 120 MPH. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND 4.1 EXISTING ELEVATIONS THEIR USE INCORPORATED INTOTHE DESIGN AND 4.2 PROPOSED ELEVATIONS r--———— ———————- SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5.1 WALL SECTIONS STRUCTURES'MENTIONED IN THE NOTE ABOVE. 5.2 WALL SECTIONS i ALL EKrERIOR LIGHTING VISIBLE TO THE OCEAN SHALL BE NEW DECK NEWWOOD REMOVE SHIELDED WITH A MA)aMUM OF A 40 WATT BULB.ALL FIXTURES 7.1 ELECTRICAL PLANS NEW DECK EXISTING SHALL BE CLEARLY MARKED WITH CUT SHEETS ACCOMPANYING NEWWOOD DECK, THE FINAL PLAN. 8.1 FIRST FLOOR FRAMING PLAN DECK DEf K 8.2 SECOND FLOOR FRAMING PLAN & ROOF FRAMING PLAN ALL FILL UNDER HOUSE AND IN SURROUNDING PROPERTY IN THE — — — — — — — REMOVE COASTAL ZONE SHALL BE WHITE SAND APPROVED BY THE DEP. 5-r4rft BRICK STEPS 8.3 FIRST LEVEL WALL FRAMING PLAN — — — — — — — — 8.4 SECOND LEVEL WALL FRAMING PLAN -4 8.5 WALL SECTIONS & DETAILS DOOR AND WINDOW NOTES: WINDOWS AND DOORS OPENING TO THE EXTERIOR 8.6 ALTERNATE THREADED ROD SYSTEM DETAILS, SCHEDULES & NOTES I SHALL BE IN ACCORDANCE WITH SECTION 6 OF THE 8.7 DETAILS, SCHEDULES & STRUCTURAL NOTES REMOVE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. THEY SHALL ACCOMMODATE THE WOOD STAIRS DESIGN PRESSURES ASSOCIATED WITH A MINIMUM F BASIC WIND SPEED OF 120 MPH. WINDOWS AND EXISTING TWO-STORY EXISTING TWO-STORY DOORS OPENING TO THE EXTERIOR SHALL BE RESIDENCE RESIDENCE EXISTING TWO-STORY DESIGNED TO RESIST LARGE MISSILE IMPACTS AS TERATION LEVEL THREE) (ALTERATION LEVEL THREE) OUTLINED IN CHAPTER 16 OF THE FLORIDA BUILDING RESIDENCE > CODE. GLASS IN ALL EXTERIOR WINDOWS AND DOORS SHALL _j BE TINTED TO REDUCE LIGHT TRANSMISSION 45%TO MEET THE REQUIREMENTS OF SECTION 161.053(5XC), F.S. CODE SUMMARY: 1.DESIGNED PER FLORIDA BUILDING CODE, RESIDENTIAL&EXISTING,2007 WITH 2W9 SUPPLEMENT; 2008 NATIONAL ELECTRICAL CODE;2007 FLORIDA FIRE 1'71 1 REMOVE DECK N DE&COAM CODE OF ORDINANCES V\,j CONDENSING UNITS i L &ROOF 2.RESIDENTIAL OCCUPANCY-GROUP R-3 3.TYPE V-B CONSTRUCTION,UNPROTECTED 1�71 NEW BRICK PAVERS EXIST. CONIC.WALK 4.BASIC WIND SPEED:120 MPH,ENCLOSED ON COMPACTED TO BE REMOVED— =7Y , 19 1 SAND BED TWO-STORY,ROOF HEIGHT-2(r,SLOPE-18.43' 5.WIND IMPORTANCE FACTOR:'I 6.WIND EXPOSURE CATEGORY:EXPOSURE C n _n 120 REMOVE 7.INTERNAL PRESSURE COEFFECIENT:ASCE 0.181 EXISTING PROJECT DECK 115 LOCATION \NEW BRICK R kVERS 1-10 1 w, YH CHAINLINK —3'H CHAINLINK ON 4'CONCA LAS I-------- CONSTRUCTION FENCE CONSTRUCTION FENCE %1 110 W/FABRIC SCREEN W/FABRIC SCREEN 105 —NEW BRICK Pi MERS EXIST. CONIC.L 119 CN ON COMPACT�D _",�TO BE REMOT SAND BED 1-2 r----------------i yu r----------------i le z NEW 0 CID BURIED 54 PROJECT LOCATION MAP 9 CD I GAS TANK 0 cn NOT M SME Fm m I co ca z co F_ —1 co L _j Ne SITE COVERAGE: PORTABLE PROPERTY AREA: 15,631 S.F. TOILET co) MAIN HOUSE,PORCHES&STEPS: 2,237 S.F. im EXISTING DECK EXISTING DECK 3-STORY HOUSE,PORCHES&STEPS: 757 S.F. WALKS: 323 S.F. NEIGHBORS EXISTING DRIVEWAY: 1,365 S.F. 4'H SOLID FENCE TOTAL: 4,682 S.F. SITE COVERAGE: 30.0% WILLIAM A.LEUTHOLD AR89M EXISTING EXISTING EXISTING THREE-STORY THREE-STORY THREE-STORY RESIDENCE EXISTING CONCRETE RESIDENCE RESIDENCE EXISTING CONCRETE V) (NO WORK DRIVEWAY (NO WORK DRIVEWAY THIS BUILDING) THIS BUILDING) FLORIDA SEAL WORKER PAWING REVISIONS: DATE: COASTAL COASTAL COASTAL CONSTRUCTION CONSTRUCTION CONTROL LINE CONTROL LINE CONSTRUCTION COASTAL CONTROL LINE DRAWN BY: CONSTRUCTION COASTAL COASTAL DATE: CONTROL LINE.. CONSTRUCTION CONSTRUCTION ---- WAURBP 10/10010 CONTROL LINE CONTROL LINE APPROVED BY: SCALE: ZY SETBACK 20'SETBACK WAL l" 10,4r DRAWING FILE: HASTINGS 1.1 SITE CITY OF ATLANTIC RENOVATION TO RESIDENCE BEACH JOB SITE SIGN R PARKING MR. AND MRS. -1 7— RICHARD HASTINGS . . ........... . ............ 1923 BEACH AVENUE NOTES: BEACH AVENUE N03009'140W 50.W N03009'14*W 50.W FILE COPY ,". ATLANTIC BEACH, FLORIDA 1.CITY OF ATLANTIC BEACH JOB SITE SIGN SHALL BE 12-X 18-WITH THE STREET ADDRESS,PHONE BEACH AVENUE BEACH AVENUE NUMBER FOR CITY OF ATLANTIC BEACH,NAME&PHONE NUMBER OF GENERAL CONTRACTDR. SITE PLAN 2.ON-SITE AND PARKING IN THE RIGHT-OF-WAY SHALL BE COVERED WITH LIMEROCK GRAVEL. DIRECTION OF REVIMDFORCODECO EXISTING WATER MY OF ATLAI*MC BFACH FLOW SEE PERMITS FOR ADDITIONAL CONSTRUCTION SITE MANAGEMENT' PLAN NORTH PROPOSED SITE PLAN NORTH EXISTING SITE PLAN NORTH REQUIREMENTS AND CONDMONS. 1110"=V-0, 1/1(r=1,4r V-T D BY. DATE: 7-10 1; WILLIAM LIELITHOLD ARCHITECT INC. 2742 HERSCHEL STREET T-6 1/2" T-53/4" T-5 3/4' T-6 1/2- JACKSONVILLE, FLORIDA 32205 NEW WOOD DFCK T-51/4" T-5 3/4' T-6 11C 904-389-5456 FL. CORP. AA2755 NEW WOOD DECK 2 1 YA2 5.2 AREAS:, N,j2 FIRST FLOOR HVAC: 1,499 S.F. .2 FIRST FLOOR PORCHES AND GARAGE: AWNING OVER IIEW!W�N WS 2,191 S.F. T-3 1/4'(VERIFY NEW FIXED,BRACKETED &MATYCHT.BELOW.) 31-10 31C T-1" T-1' T-10 — — — — — - -- — — TOTAL FIRST FLOOR: ROOF BEL( —NEW D — — — — — — — — — — — — — — NEW WOOD SECOND FLOOR HVAC: 1,473 S.F. : - = - - - - - - - Ti SECOND FLOOR COVERED PORCHES: 3DO S.F. NEW 2X6 —LANDI G I A LANDING AT DOOR — — — — — — — — — — — -- - — — — — — — — — — — — — - - — -- — — — — — — — — — SPF#2 STUDS SECOND FLOOR TOTAL: 1,773 S.F. 4�-10"CASED OPENING,W/ 36'H PVC GUA RAIL MATCH WINC/Ovy-m- I wrij, R!1� 36"H PVC GUARD RAN Sg;:l EX ST. 6X6 POSTS TOTALS: HVAC APfA 2,972 S.F. AbhL I UFTIN'jl 0-Z vv uAar-u vrr-114114%3 W 6'ASqD OPI-NINq TOTAL ARFA 3,964 S.F. r I — I P.T.04 POST 9 REMqVE rNWWS.IR:_SJORE NEW 36"H PVC FOR STAIR 5 13/4"X 4'MICROLAM LVL NULL STUDS �5 "WARDRAL Y^5 E? LANDING AS rhjhU r rh I ;t N ty:NUM UWK \1�-i :c -------L� — IT DELITES STA IR UP -------- IN T SCREEN ON COVE =1 TAR CLOSE OPENING W1 2X6 SPF#2 SCREENED PORCH I'w, � I L U �_' -I �X4 FRAMING 6- X tED P ROH -------I I STUDS @ 16'D.C.(FURR OUT 17-3 X 9-2 ---71 — I 1 -08 ------- I 21'-3 X 64 0 z INSIDE TO MATCH EXIST.WALL Lu cn THICKNESS) -—————- m 218�* w 2X6 N6 12'-9 X 2Z-6 EXISTING BEAM ST JDS, r2 I I 1 1 —41 1 OPEN BAL ONY 4 1 1 1 �Avl LSIUDS VULKEM 350351 -------j — — — — — — — — — — — — — — — — -- - — — — — — — — — — — WATERPROOFING i - - — — — — — — — — — — — — — — — — — -- - — — — — — — — — FRtC/H D�R F LIVING ROOM NEW INDOW NEW A INDO -------1 1 — -2X1 -0 REMOVE STAIR 21' 9 _j T-1" 1/4' ------- Y-7114" T-l" Lu _j Fl Ofl ------- cn DINING ROOM EXISTING D FIREPLACE 17-8 X 1014 4 E Fl 0-6-11 �^4 -18 Toa MASTERIBEDROOM QUEEN BED 9N1 I ROOF BELOW 21'-q X IT-2 BA — C? .5 ff-4— INT.SHEARWALL 205 F ON P.T.WOOD --------j IPE DECKING �17 FURR CEILING TO ------------- ------- T-0"FOR AIC DUCTS 1 1 1'2-6-X V-8-C.O.— STOOP&STEP INTERIOR SHEARWALL 4'-O"X 6!-r C.O. F- A EXIST 6X6 POST CASED FURR CEILING TO C5 I F' !t q L_ c%1 PVC,8'X 8' c' .2 T-O'FOR AIC DUCTS d L) — — — — — —kNI 314 13 00 c%j TIC]— INTERIOR SHEARWALL ------- Z-8"X 6-W .01 IE�: El L DW 6-10 1/Z 4'-0' W2,42-0 o 12 KITCHEN --------- DRYER WASHER BAL y tt -I X cp J. ST lob a? VULKEM 350/351 ILIM I I cn WA I ERPROOFING �5 1 F I 1 510 X-7-2 jcs1 CUOSET PASSAk h 11 1 1 ZA3 ')h, — — — 1141 BATH_, - 1 5 Eu SET D, 6%9)(\&� [Kraj -3 - -1 Ft T-0"X 6'-W C.O. INTERIOR 197X KITCHEN 206 ATTIC 8'-2 1/2" X1 120K f\ 19 .1 11.1 1 1 1 HALL 1 16�3 X 1(Y-0 JACCESSI -m IZ9 IN_Ir:RIOR SHEARWALL T1_4 r"i - ---------- Zxg/22ZV�= 1120] f 1041 L — _J LA Ll T F_j STAIRHALL NEW 2X6 ;PF#2 C*2 INT.SH�ARW kLL ------- F_ \ T-8 X 17'-8 STUDS @ 16'O.C. -------- RANGE -------- V-7' T-1 11/2" S R SA0ETY \Z_ G ING 3-2X4 C SET T-0 IV I- Jf , 4— — 6 X 7-0 FAMILY ROOM 2'-8"X6-FC.O. INT.SHEARWALL INT.SHEARWALL P%0'X 6'-8-C-0 STUDS r--- - --------- IL A BATH SS L -------::.a 1 T-0 X 14'-4 IVII TANKLE 3 37 'IT-2R74--_�— GAS aD Fill] 5 WATER HEATER BEDROOM \LOCATED IN RAISE FLOOR TO LEVEL OF HOUSE W/314' F L AT\TiC 11'4 X-17"4 ILI STURD-I-FLOOR DECKING ON 2M SYM El F2 0-fl FLOOR JOISTS @ 16'D.C.SUPPORTED ON -PANTRY STAIR Up NEW WOR 1 4'4 1/2" L 2X4 CRIPPLE STUD WALLS 7.0 X T-10 WITHISIDELiTES. MECR 2 Fl 0_2� -.7 X 34 1 % 2 128 C? T-5 1/2' 35 9 FOYER Lu roil T-" H 3-2X4 w 6-5 X I(Y-8 z 6-2 X T4 STUDS 5' 6-51/2" 54 1W Fl 0 il % r 2-1-11 1 -ffm;m CL NTEF IOR SHEARWALL DAY BED X1 -FX 6 3- 1�.� 1 2'-13/4' V-1 1/2 INTERIOR SHEARWALL CAB C1 B) — — — — — — — — — — — TEP 0 6-4 1/? 9-5 10 6-8 314" 0 S rn D 14-3 T-110 3/4' ROOF '-TANKLESS GAS INTERIOR SHEARWALL MAIN ELECT. 3-2X6 BELOW WATER HEATER ------------- — (N:EW STUDS� ? --------------- ----- -- --NEW BRACKET EGFESS 300A SERVICE) W1 DOW SUPPORTED PASSAGE WINDOW CLOSE ROOF AT ENTRY BEDROOM 6-10 X 19-8 SEAT EXISTING 3-2X6 IT-5 X 10A0 --- STUDS F21_3� F2191 DOOR WILLIAM A.LEUTHOLD AR8902 "I 4poo 34] ------- F CD 0 U.- ^14, 2X6 STUDS 0 2Z56MM w w � '9 ' z 51-0 10 p I ------- --- ---------—:;E VESTIBULE L 21 FLORIDA SEAL 2181 6'4 10 F [30] I ..j I I I - GARAGE REVISIONS: DATE: cc lr_-r:n I ji 19-8 X 22-7 1A S (S NEW 0_141 NEW WINDOW IN ------------------------------------- WINDOWIN c*4 EXISTING EXISTIN — EGOESS ILI -ill, OPENING OPENING — WI�DOW BATH—— LOCATION Locno� /1�� BEDROOM -5'-10X 0 -T-7 7 DRAWN BY: DATE: X 19-10 zp —�'1-1, — WAL 10/18/2010 r2_16_1 co cn APPROVED BY: SCALE: 0 WAL 1/8"=V-0' NEW GARAGE DOOR z DRAWING FILE: Ln 3-2X6 HASTINGS 2.3 FP STUDS INT.SHqRWALL INT.SA ,EARWALLI RENOVATION TO RESIDENCE . . .(24) MR. AND MRS. - - - - - - - - - - - - - - - - - - - - - - - - - 10'-4* 10'-31/2' RICHARD HASTINGS 1923 BEACH AVENUE 20'-7 1/2'(VERIFY&MATCH WIDTH OF GARAGE BELOW) ATLANTIC BEACH, FLORIDA SECOND FLOOR PLAN FIRST FLOOR PLAN, FLOOR PLANS 11w V-0, NORTH NORTH 2m3 MtD W, VZC T, �civ 12 1 I_ OPEN BAL 0 L/ 5.1 �JARWALLj Q A I ��IVII TT/ 1 P ROOM FINISH SCHEDULE DOOR SCHEDULE WILLIAM LEUTHOLD ROOM ROOM FLOOR WALLS CEILING BASE CASING CROWN REMARKS NO. TYPE SIZE MFGRJ HARDWARE DETAILS REMARKS ARCHITECT INC. NUMBER MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH NUMBER FINISH NUMBER FINISH NUMBER WOOD COVERED STEEL MODEL NUMBER ELECTRIC OPERATOR CONTACT BRENDA OR SHIRLEY AT FIMBEL DOOR(731-4U4) 2736 HERSCHEL STREET FINISH I I6'Xr CLOPAY 4051 OVERHEAD GARAGE &REMOTES FOR CUSTOM WOOD TRIM JACKSONVILLE, FLORIDA 32205 101 FOYER NEW OAK STRIP SAND,SEAL&3 GWI3 SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 2 3/4'FRENCH CUSTOM 3'-O"X 6-8-X 13/4'&(2)10'X - THRESHOLD& 389-5456 FL. CORP. W755 COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD I WOOD W1 SIDELITES 6'-8"SIDELITES WEATHERSTRIPING 102 PANTRY NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASEI PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS 3 FIBERGLASS OLITSWING NEUMA 40611& THRESHOLD& COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD - SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD FRENCH&SIDELITES R.O.=6'-6314"X6'-Il" (2)12611 WEATHERSTRIPING SMOOTH WHITE,MULL DOOR&SIDELITES,VERIFY R.O. 103 HALL NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASEI PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS 4 WOOD SCREENED 2'-10"X6!-8" - COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 104 KITCHEN NEW OAK STRIP SAND,SEAL&3 GWI3 SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 5 FIBERGLASS OUTSWING R.O.=2-7 3/8"X 6A 1. NEUMA 26611 THRESHOLD& SMOOTH WHITE COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO FRENCH WEATHERSTRIPING 105 KITCHEN NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASEI PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 6 FIBERGLASS OUTSWING 2'-8"X 6-8"X 1314" THERMA TRU S206 THRESHOLD& COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD HALFFRENCH WEATHERSTRIPING 106 DINING ROOM NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS FIBERGLASS OUTSWING THRESHOLD& COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD -SEMI-GLOSS ALKYD 7 HALFFRENCH 2'-8"X 6'-8'X 1314" THERMA TRU S206 WEATHERSTRIPING 107 LIVING ROOM NEW OAK STRIP SAND,SEAL&3 GWI3 SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS 8 TWO PANEL WOOD 3'-0*X 6-8'X 13/4' - THRESHOLD& /5 1/4'CROWN(FRASER 8708) COATS SATIN POLY EGGSHELL LATEX - FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD WEATHERSTRIPING 20 MIN.FIRE RATED 108 BATH TILE ON CEMENT GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN 1 PRIMER&2 COATS TILE ON CEMENT BACKER BOARD @ SHOWER FLOOR&WALLS 9 TWO PANEL WOOD 2'-6"X 6-8'X 1318" - POCKET DOOR HDWE. BACKER BOARD EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 109 VESTIBULE TILE ON CEMENT GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 10 TWO PANEL WOOD T-0"X 6-8"X 13/8' - POCKET DOOR HDWE. BACKER BOARD EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 110 LAUNDRY TILE ON CEMENT GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS NONE BACKER BOARD EGGSHELL LATEX FLAT LATEX SEMVGLOSS ALKYD SEMI-GLOSS ALKYD 11 TWO PANEL WOOD 24"X 5'4"X 1318' - SPECIAL SIZE ill FAMILY ROOM CARPET GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 12 TWO PANEL WOOD 2'-O"X 6'-8"X 1 3M' - EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD CROWN 1 112 STORAGE SAND,SEAL&3 SEALER&2 COATS SEALER&2 COATS PRIMER&2 COATS PRIMER&2 COATS 1 1 - NEW OAK STRIP COATS SATIN POLY GWI3 EGGSHELL LATEX SMOOTH GWB FLAT LATEX BASE1 SEMI-GLOSS ALKYD CASING 1 SEMI-GLOSS ALKYD NONE 13 TWO PANEL WOOD 2'-8*X 6'-8"X 13/8' - 311= -On 113 VESTIBULE SEALER&2 COATS SEALER&2 COATS PRIMER&2 COATS PRIMER&2 COATS - CARPET GWB EGGSHELL LATEX SMOOTH GWI3 FLAT LATEX BASE1 SEMI-GLOSS ALKYD CASING I SEMI-GLOSS ALKYD NONE 14 TWO PANEL WOOD 2'-O"X 6-8'X 1318' - SEALER&2 COATS 5/8"TYPE X SEALER&2 COATS PRIMER&2 COATS PRIMER&2 COATS 114 GARAGE CONCRETE GWB EGGSHELL LATEX SMOOTH GWB FLAT LATEX lX4 SEMI-GLOSS ALKYD CASING 1 SEMI-GLOSS ALKYO NONE 15 TWO PANEL WOOD 2'-O"X 6-8"X 13/8' - 16 TWO PANEL WOOD 2'-8"X 6'-8'X 1318" - I 17 TWO PANEL WOOD 2'-8"X 6-8"X 13/8' - SAND,SEAL&3 SEALER&2 COATS SEALER&2 COATS PRIMER&2 COATS PRIMER&2 COATS PRIMER&2 COATS 201 STAIR HALL EXISTING PINE COATS SATIN POLY GWB EGGSHELL LATEX SMOOTH GWB FLAT LATEX BASEI -SEMI-GLOSS ALKYD CASING I SEMI-GLOSS ALKYD CROWN 1 SEMI-GLOSS ALKYD PATCH PINE FLOORING AT REMOVED WALLS 202 BEDROOM EXISTING PINE SAND,SEAL&3 GWI3 SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS PATCH PINE FLOORING AT REMOVED WALLS COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 203 CLOSET EXISTING PINE SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS NONE PATCH PINE FLOORING AT REMOVED WALLS 20 FIBERGLASS OUTSWING R.O.=2'-7 3/8"X V-1 V NEUMA 26611 THRESHOLD& SMOOTH WHITE COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD FRENCH WEATHERSTRIPING 204 BATH TILE ON CEMENT GWI3 SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS 21 NOT USED BACKER BOARD EGGSHELL LATEX -FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO 205 MASTER BEDROOM NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SFAI ER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 22 FIBERGLASS OUTSWING R.O,=5'-0"X6'-Il" NEUMA 50611 THRESHOLD& CASING 1- COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO SEMI-GLOSS ALKYD - FRENCH WEATHERSTRIPING SMOOTH WHITE 1 1.0m 206 PASSAGE NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 23 NOT USED 3" COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO 207 CLOSET NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS NONE COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO 24 TWO PANEL WOOD 2'-8"X 6'-8"X 13/8' 208 CLOSET NEW OAK STRIP SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWI3 SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS 25 TWO PANEL WOOD (2)2'-0'X 6'-8-X 1318' - COATS SATIN POLY EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO ROLLER CATCH 209 BATH TILE ON CEMENT GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 26 TWO PANEL WOOD 2'4"X 6-8"X 1318" - BACKER BOARD EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 210 TOILET TILE ON CEMENT GWB SEALER&2 COATS SMOOTH GWI3 SEALER&2 COATS BASEI PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 27 TWO PANEL WOOD 2'-8"X 6-8"X 1318' - BACKER BOARD EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 211 SHOWER TILE ON CEMENT TILE ON CEMENT SMOOTH GWB SEALER&2 COATS NONE NONE NONE BACKER BOARD BACKER BOARD FLAT LATEX 28 TWO PANEL WOOD 2'4"X 6'-8"X 1318' - 212 MECHANICAL EXISTING PINE SAND,SEAL&3 GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN I PRIMER&2 COATS 29 TWO PANEL WOOD (2)2'-0'X 6'-8-X 13/8' - COATS SATIN POLY -_EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYO SEMI-GLOSS ALKYD ROLLER CATCH 213 BEDROOM CARPET GWB SFAI ER&2 COATS SMOOTH GWI3 SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 1 COATS CROWN 1 PRIMER&2 COATS 30 TWO PANEL WOOD (2)2'-0'X 6'-8-X 1 3t8' - 7 1/4'BASE(FRASER 8234) EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD ROLLER CATCH 214 CLOSET CARPET GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASEI PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN I PRIMER&2 COATS 31 IWO PANEL WOOD 2'-8"X 6-8"X 1318" - EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 1/2'X 3/4'SHOE MOULD 215 CLOSET CARPET GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 32 TWO PANEL WOOD 2'-8"X 6-8"X 1318" - EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 216 BEDROOM CARPET GWI3 SEALER&2 COATS SMOOTH GWI3 SEALER&2 COATS BASE1 PRIMER&2 COATS CASING 1 PRIMER&2 COATS CROWN 1 PRIMER&2 COATS 33 TWO PANEL WOOD 2'-B"X 6'-8"X 1318" EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD 217 BATH TILE ON CEMENT GWB SEALER&2 COATS SMOOTH GWI3 SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN 1 PRIMER&2 COATS TILE ON CEMENT BACKER BOARD @ TUB WALLS 34 TWO PANEL WOOD 2'-8"X 6'-B'X 13/8" BACKER BOARD EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD POCKET DOOR HDWE. 218 VESTIBULE CARPET GWB SEALER&2 COATS SMOOTH GWB SEALER&2 COATS BASE1 PRIMER&2 COATS CASING I PRIMER&2 COATS CROWN I PRIMER&2 COATS 35 TWO PANEL WOOD 2'-6"X 6'-8"X 1318" - EGGSHELL LATEX FLAT LATEX SEMI-GLOSS ALKYD SEMI-GLOSS ALKYD SEMI-GLOSS AIKYD HEART PINE TO SAND,SEAL&3 SEALER&2 COATS SEALER&2 COATS PRIMER&2 COATS PRIMER&2 COATS - PRIMER&2 COATS BASE 1- 219 PASSAGE MATCH EXIST. COATS SATIN POLY GWB EGGSHELL LATEX SMOOTH GWB FLAT LATEX BASE1 SEMI-GLOSS ALKYD CASING 1 SEMI-GLOSS ALKYD CROWN 1 SEMI-GLOSS ALM 36 TWO PANEL WOOD 2'-8*X 6-8"X I M" - 30 1 I-On 37 TWO PANEL WOOD (2)2'-0'X 6-8-X 1318' - ROLLER CATCH 38 TWO PANEL WOOD 2'4"X 6'-8'X 1318' - DOOR SCHEDULE NOTES: 1. 1/2"CDX SHEATHING CEDAR SHINGLES INSULATION WINDOW lt2"GWB FORM SILL PAN FROM WINDOW SCHEDULE FIRST FLOOR WINDOW SCHEDULE SECOND FLOOR SELF-ADHERING FLASHING FLASHING TAPE,TURN UP AT VOGEESTOOL TAPE OVER METAL FLASHING SIDES&BACK NO. TYPE MFG.MODEL NUMBER R.O.SIZE DETAILS REMARKS NO. TYPE MFG.MODELNUMBER R.O.SIZE DETAILS REMARKS METAL FLASHING HEADER SEALANT INTEGRITY WOOD-ULTREX INTEGRITY WOOD-ULTREX 3/jrX23(4"SMOOTH 1A DOUBLE HUNG ITDH3260 7-8 112"X 6-0 114" 1,2,3/3.1 2A DOUBLE HUNG (2)ITDH3260 2-8 1/2'X 6-0 1/4"EACH 1,2,3/3.1 (3)2X6 STUDS BETWEEN HARDIETRIM BEVELED SUBSILL CUT FROM 1B INTEGRITY WOOD-ULTREX ITDH2248 V-10 1/2'Xf-0 1/4" 1,2,3/3.1 2B INTEGRITY WOOD-ULTREX ITDH2660 7-2 1/2"X 6-0 1/4" 1,2,3/3.1 13/4"BED MOULD- 11/2'PVC TRIM DOUBLE HUNG DOUBLE HUNG 1 1C INTEGRITY WOOD-ULTREX ITDH2248 I'-1 0 112"X 4'-0 1/4" 1,2,3/3.1 2C INTEGRITY WOOD-ULTREX ITDH2660 2'-2 1/2"X 6-0 1/4" 1,2,3/3.1 1"X 5 1/2*PVC TRIM DOUBLE HUNG DOUBLE HUNG FLASHING TAPE UNDER CASING 1 ID INTEGRITY WOOD-ULTREX ITDH2248 V-10 112'X 4'-0 1/4' 1,2,3/3.1 2D INTEGRITY WOOD-ULTREX (2)ITDH3260 2-8 1/2"X 6-0 114'EACH 1,2,313.1 (3)2X6 STUDS BETWEEN HOUSE WRAP TO OVERLAP FLANGE DOUBLE HUNG DOUBLE HUNG FLASHING TAPE INTEGRITY WOOD-ULTREX INTEGRITY WOOD-ULTREX FLASHING TAPE OVERLAPS EALANT IE ITDH3672 Y-0 112"X V-0 1/4' 1,2,3/3.1 2E (3)ITDH3260 2'-8 1/2'X 6-0 1/4'EACH 1,2,3/3.1 (3)2X4 STUDS BETWEEN FLANGE CASING 1 CEDAR SHINGLES DOUBLE HUNG DOUBLE HUNG INSULATION WILLIAM A.LEUTHOLD AR8902 IF INTEGRITY WOOO-ULTREX ITDH3672 Y-0 112"X V-0 1/4" 1,2,3/3.1 2F INTEGRITY WOOD-ULTREX ITDH3860 3'-2 1/2"X 6-0 1/4' 1,2,3/3.1 EGRESS WINDOW SEALANT HOUSE WRAP,TURN INSIDE 10 GWB DOUBLE HUNG DOUBLE HUNG OPENING 1G INTEGRITY WOOD-ULTREX ITDH3672 Y-0 1/2"X V-0 1/4" 1,2,3/3.1 2G INTEGRITY WOOD-ULTREX ITDH2660 2-2 112'X 6-0 1/4" 1,2,3/3.1 SAFETY GLAZING 1/2*CDX SHEATHING DOUBLE HUNG DOUBLE HUNG JAMB EXTENSION @ 2' INTEGRITY WOOD-ULTREX (1)13/4'X 4'MICROLAM LVIL INTEGRITY WOOD-ULTRE WINDOW IH (2)ITDH3272 2'-8112"X V-0 1/4"EACH 1,2,3/3.1 2H ITDH3260 2'-8 1/2"X 6-0 1/4" 1,2,3/3.1 2X6STUDS DOUBLE HUNG MULL STUD BETWEEN I DOUBLE HUNG v 'Lp 11 INTEGRITY WOOD-ULTREX (2)ITDH3272 2-8 1/2"X V-0 1/4'EACH 1,2,3/3.1 (1)1314'X 4'MICROLAM LVIL 21 INTEGRITY WOOD-ULTREX Sl L 3/3, 1 DOUBLE HUNG MULL STUD BETWEEN DOUBLE HUNG ITDH3260 7-8 1/2"X 6-0 1/4" 1,2,3/3.1 %'0 11 INTEGRITY WOODJULTREX (2)ITDH3272 Z-81/2"X 6'-0 1/4"EACH 1,2,3/3.1 (1)13/4'X 4'MICROLAM LVL 2J INTEGRITY WOOD-ULTREX ITDH3260 7-8 10 X 6-0 1/4' 1,2,3/3.1 DOUBLE HUNG MULL STUD BETWEEN DOUBLE HUNG lK INTEGRITY WOOD-ULTREX ICCA2531 2'-l"X 2'-7 5/8' 1,2,3/3.1 2K INTEGRITY WOOD-ULTREX ITDH3260 7-8 1/2"X 6-0 1/4' 1,2,3/3.1 HEAD 1 /3,1 FLORIDA SEAL CASEMENT DOUBLE HUNG 3"= 11-o" IL INTEGRITY WOOO.ULTREX ITDH3260 2'-8 1/2"X 5'-0 1/4" 1,2,3/3.1 2L INTEGRITY WOOD-ULTREX ITDH2660 2'-21/2"X 6-0 1/4" 1,2,3/3.1 REVISIONS: DATE: DOUBLE HUNG DOUBLE HUNG Im INTEGRITY WOOD-ULTREX ITDH3200 2-8 11T X 6-0 1/4' 1,2,3/3.1 2M INTEGRITY WOOD-ULTREX (2)ITDH3260 7-8 112"X V-0 1/4"EACH 1,2,3/3.1 (3)2X6 STUDS BETWEEN, 1/2"CDX SHEATHING ---- DOUBLE HUNG DOUBLE HUNG SAFETY GLAZING IN INTEGRITY WOOI)-ULTREX ITDH3260 7-8 112"X 6-0 1/4" 1,2,3/3.1 2N INTEGRITY WOOD-ULTREX ITDH2660 7-2 1/2*X V-0 1/4" 1,2,3/3.1 CEDAR SHINGLES INSULATION DOUBLE HUNG DOUBLE HUNG HOUSE WRAP,TURN INSIDE- li2"GWB 20 INTEGRITY WOOD-ULTREX (2)IMH3860 3-2112"X 6-0 1/4" 1,2,313.1 OPENING 2X4 OR 2X6 STUDS DOUBLE HUNG EGRESS WINDOW 2P INTEGRITY WOOD-ULTREX ITDH3860 N-2 1/2"X 6-0 1/4' 1,2,3/3.1 EGRESS WINDOW SEALANT DRAWN BY: DATE: DOUBLE HUNG RBP 10/18/10 20 INTEGRITY WOOD-ULTREX (2)iTDH3272 7-8 1/2'X 6'-0 1/4"EACH 1,2,3/3.1 (3)2X6 STUDS BETWEEN l"X31/2"PVCTPJM- APPROVED BY: DOUBLE HUNG INTEGRITY WOOD-ULTREX FLASHING TAPE OVERLAPS WAL 2R DOUBLE HUNG (2)ITDH3272 2-8 1/2'X 6'-0 1/4"EACH 1,2,3/3.1 (3)2X6 STUDS BETWEEN HOUSE WRAP&FLANGE DRAWING FILE: SEALANT -CASING 1 HASTINGS 3.1 SCH SILL BELOW -JAMB EXTENSION @ RENOVATION TO RESIDENCE WINDOW 2X6 STUDS MR. AND MRS. RICHARD HASTINGS 1923 BEACH AVENUE JAMB 2/3, 1 ATLANTIC BEACH, FLORIDA 3"= 11-011 SCHEDULES 3ml WILLIAM LIELITHOL ARCHITECT INC. 2742 HERSCHEL STREET REMOVE JACKSONVILLE, FLORIDA 32205 ROOFING 904-389-5456 FL. CORP. AA275 REMOVE EAVE DRIP,FASCIA& -- -------- --------------------------------------------------- 71 SOFFIT ------------------------------------- --------------------------------------------- - ------ ------ ----- --------------- -------- -------- I --- ---- ---- ---- ---- F-1 Ir I I I REMOVE WINDOWS J &CASING,TYP. - I'll I Jill 1 11 1 1 1 1 1 I IIL-------i I JIL-------A ---- ---- ---- ----- ------- REMOVE RAILING—-, rr Jill I I I I I Ill I I I IN, 1111 L------- I I JIL I ill I L--- REMOVE -------- ROOFING STRUCTURE STRUCTURE 11 1 1 L� - I - REMOVEROOF ZI REMOVEROOF - --------j-L----- ---- ------ --------- ----------------- REMOVE TRIM ---------- -------------- ------ F--------- r------ ------ F----- --------------- ----- ----- REMOVE WINDOWS L -J I F- ------F I F-----TIN IN &CASING,TYP. -7 ------I I L Ill IL F------91 IT- 'Ili, IN 'Ili, IN Ilil, IN I L-L REMOVE DOOR, L------- CASING&AWNING REMOVE SIDING EXISTING NORTH ELEVATION- 1/4"=T-W F7 REMOVE ROOFING -------- -------------------------------------------- REMOVE EAVE DRIP, FASCIA&SOFFIT --------------- ------- GENERAL DEMOLITION NOTES: REMOVE WINDOWS -----Tj &CASING,TYP. IN, if I I I I 1.REMOVE GARAGE ROOF STRUCTURE. 1 Ill I I Ili L---- IN 11 L-------J I L-------A I /—REMOVE RAILING 2.REMOVE ALL FASCIA,SOFFIT,TRIM,CASING,SIDING&WINDOWS. 3.REMOVE ALL ROOFING MATERIALS,EAVE DRIP&FLASHING. IN =:91 FL. Jill I I Ill 1�1 J, ====:F zli=,j=== ==F 1 F TI-------t t------ -T -------- -------------------- -------------------7T-- L----J REMOVE ROOF --------- REMOVE STRUCTURE ROOFING 11 L--------------------j' L- ------- ------- --------- -------------------------------- --------- --------------------- REMOVE TMM iL-Lj----------------------LF---------------------E±Y------------------------- L—--------- ------- r----------1 ---- I r--------7 1 REMOVE SCREEN ------------- --- --------I H 11 11 11 11 11 11 11 11 &FRAMING F---------z REMOVE DOOR& REMOVE ROOF I I IF 1177 L----- CASING— STRUCTURE FF------- IN REMOVE WINDOWS &CASING,TYP. L-----------JL----- -- IL------J11 11 REMOVE DECK ----ri---Tr---IT---- REMOVE SIDING REMOVE BRICK i i / 1 ---1.--- -ILL ---LL STEPS ------------ I IL----- EXISTING SOUTH ELEVATION_ 114"=V-0' WILLIAM A.LEUTHOLD AR8902 REMOVE REMOVE L 0 ROOFING ROOFING REMOVE EAVE DRIP,FASCIA& --------------- ------------------------------------------------------------- --- REMOVE EAVE DRIP, SOFFIT FASCIA&SOFFIT - ---------------- - ------------------------------------------------------------------------------------------ - ------ ------------------------ ---------------------- REVISIONS: DATE: F-1 ---- I F 1 17-1 1 1 1 1 F-I I 1 11 REMOVEDOOR& REMOVE WINDOWS WING &CASING,TYP. I L-J---J it j I I N.—J, I I I ----- ----- IN 11 1 1 1 REMOVE RAILING IN I I I L i I I I I IN I I I L j ==-- 11 1 ---------------- --- -------------i L------- --------- ---- REMOVE ------ ------------------------------ - 11 INI I Ill F 1 11 --------------17-------------7T T------I DRAWN BY: DATE: L i L ROOFING I L L i L I i Il ,- I I I ------------- 1 11 r i J, LLw..w..:�-ILL REMOVE EMOVE WINDOWS REMOVE PORTION I I I i------------- RBP 10118/20 &CASING,TYP. OFROOF REMOVE ROOFING 1 ILL �u APPROVED BY: SCALE: ---------- ------ ROOFING— WAL 1/4"=1% ---- --------------- ------------------------ REMOVE SIDING -------------- ------------- ------------- ------------ - ----- -------- REMOVE TRIM II i I I �� DRAWING FILE: ------------------- ---------------- ---------------Li---------------Li------------- - ------- REMOVEROOF STRUCTURE HASTINGS 4.1 ELEV EXIST ----------------- -------------------- ----------------- -------------- 7---------- -------------------------------- I I r--------- Ir REMOVE SCREEN 171 -1 I Jill Ili 11 1 1 F- IN I I FRAMING I I IIL----Jll IN RENOVATION TO RESIDENCII Fr 71 REMOVE GARAGE DOOR Jill MR. AND MRS. N h IL-----J -----71 F--- —REMOVE DOOR REMOVE SIDING all REMOVE DOOR& RICHARD HASTINGS CASING ------- 1923 BEACH AVENUE --------------- - ---------------- L----- LL DECK -------- ATLANTIC BEACH, FLORIDA ---------------- REMOVE I IN I REMOVE BRICK --------- J=========- STEPS EXISTING ELEVATIONS VE CIA& i F r� WINDOWS .4 F rr F F I L 1 F F EXISTING WEST ELEVATION- EXISTING SOUTH ELEVATION `1/4"=V-0" 1/4"=V-13" 4ol I IWILLIAM LIELITHOLD ARCHITECT INC. 3/8*0 X 8"LAG SCREW Wl WASHER AT 2742 HERSCHEL STREET EACH RAFTER THRU 2X6 BLOCKING JACKSONVILLE, FLORIDA 32205 NAILED BETWEEN STUDS 12 ARCHITECTURAL ASPHALT SHINGLES ON 1/2" 14 CDX PLYWOOD ON IX6 T&G SYP#1 DECKING 904-389-5456 FL. CORP. M2755 ON 3X6 CYPRESS#1 RAFTERS @ 24-D.C. 3/8"0 X 8"LAG SCREW W/WASHER AT EACH RAFTER TO 4X8 BEAM CONT.2XII CYPRESS#1 3/8' X r LAG SCREW W/WASHER ACCESS HOLE FOR NUT&WASHER, UG AFTER INSTALLATION /PL 112"0 THRU-BOLT W/1"0 WASHER THRU I I DOUBLE 2X6 BLOCKING BETWEEN STUDS :A 4X8 CYPRESS#1 BEAM u 1__�6XI3 CYPRESS#1 u u cw� 1/2'3 THRU-BOLT W/1-0 WASHERS, COI INTERSINK&PLUG AFTER INSTALLATION CUT FROM 6XIO CYPRESS#1 3/8'0 X 8'LAG SCREW W1 WASHER 1/2*0 X 8"LAG SCREW W/1"0 WASHER 112" THRU DOUBLE 2X6 BLOCKING BETWEEN STUDS z :3 4�4" NOTE:VERIFY THAT EXIST.BOARD ROOF NOTE:VERIFY THAT EXIST.BOARD ROOF FASTEN 1/2 PLYWOOD SHEATHING W/8d DECK IS ATTACHED Wl MIN. (2)10d NAIL DECK IS ATTACHED W/MIN. (2)10d NAIL RING SHANK COMMON NAILS @ 3-O.C. EDGES&6"O.C.FIELD AT EACH RAFTER,IF NOTADD(2)10d AT EACH RAFTER,IF NOT ADD(2)10d RING-SHANK COMMON NAILS AT EACH RING-SHANK COMMON NAILS AT EACH ARCHITECTURAL ASPHALT SHINGLES ON ADD lX4 SYM LATERAL RAFTER INTERSECTION RAFTER INTERSECTION BRACKET DETAIL 6/5.1 ADD lX4 SYP#2 LATERAL ROOF TOP GUARD 11 UNDERLAYMENT ON BRACING @ 48-O.C. 1/2"=T-O" BRACING @ 48-O.C. M*COX PLYWOOD ON 2X6 SYP#2 ARCHITECTURAL ASPHALT SHINGLES ON ARCHITECTURAL ASPHALT SHINGLES ON RAFTERS @ 24-D.C. ROOF TOP GUARD 11 UNDERLAYMENT ON ROOF TOP GUARD 11 UNDERLAYMENT ON EXISTING ROOF DECKING&RAFTERS EXISTING ROOF DECKING&RAFTERS 5 1/2'OPEN-CELL FOAM INSULATION 5 1/2'OPEN-CELL FOAM INSULATION 5 1/2"OPEN-CELL FOAM INSULATION ATTACH CEILING JOISTS TO RAFTERS W1 8-12d COMMON NAILS EACH END ATTACH CEILING JOISTS TO RAFTERS W/ ATTACH CEILING JOISTS TO RAFTERS W1 2 SIMPSON MTS12 TWISTED STRAPS 8-12d COMMON NAILS EACH END 8-12d COMMON NAILS EACH END UPLIFT CONNECTOR,SEE SHEET 8.7 ADD 2 SIMPSON H2.5 CLIPS C EA RAFTER, ADD 2 SIMPSON H2.5 CLIPS @ EA RAFTER, 2-2X6 SYP#2 TOP PLATE SEE SECTION 7/8.5&SHEET 8.7 SEE SECTION 7/8.5&SHEET 8.7 SIMPSON SPH6 STUD PLATE TIE @ EA. EXIST.TOP PLATE EXIST.TOP PLATE STUD @ 16-O.C. 1/2'GWB ON 2X8 SYP#2 ALUM.EAVE DRIP&lX2 PVC 7 ALUM.EAVE DRIP&lX2 PVC ALUM.EAVE DRIP&IX2 PVC CEILING JOISTS @ le,O.C. IX8 PVC FASCIA ON 2X6 SYP#2 1/2"GWI3 ON EXIST.CEILING JOISTS 1X8 PVC FASCIA ON 2X6 SYP#2 EXIST.HEADER IX8 PVC FASCIA ON 2X6 SYP#2 2-2X8 SYP#2 HEADER SUB-FASCIA. 2-2X10 SYP#2 HEADER SUB-FASCLA. SUB-FASCIA. lX12 PVC SOFFIT 1X12 PVC SOFFIT lX6 PVC T&G V-JOINT CLG. 1X12 PVC SOFFIT 13/4"PVC BED MOULD 1314"PVC BED MOULD 112"0 NECK MOULD I 3/4"PVC BED MOULD 5/4 X 8(1 X 7 1/4')PVC FRIEZE 5/4 X 8(11-X 7 1/4')PVC FRIEZE 8"(BFJ & �LUMN) 5/4 X 8(1-X 7 1/4')PVC FRIEZE ALUM.FLASHING OVER I 3/4"PVC BED MOULD&CAP WINDOW -WINDOW EXIST.6X6 POST CASED W/3/4"PVC c cc 36"H PVC RAILING W/BALUSTERS SPACED NOT TO PASS 4"0 SPHERE 36'H PVC RAILING Wl BALUSTERS 36"H PVC RAILING W/BALUSTERS SPACED NOT TO PASS 4"0 SPHERE SPACED NOT TO PASS 4"0 SPHERE ao co ADD I SIMPSON co 112"GWB 112'GWB ON EXIST.2X4 STUD VULKEM 350/351 MT812 TWISTED ALUM.FLASHING&COUNTER-FLASHING WATERPROOFING ON 314" VULKEM 3501351 WATERPROOFING STRAP UPLIFT VULKEM 350/351 WATERPROOFING R-19 INSULIATION 2X8 CYPRESS#1 LEDGER VULKEM 350/351 STURD-1-FLOOR PLYWOOD VULKEM 350/351 ON 314"STURD-1-FLOOR PLYWOOD CONNECTOR-SEE ON 3/4"STURD-1-FLOOR PLYWOOD FINISH FLOOR AS SCHEDULED R-13 INSULATION ARCHITECTURAL ASPHALT SHINGLES ON 1/2" WATERPROOFING ON EXIST. ADD I SIMPSON MTS12 DECKING ON 2XIO JOISTS WATERPROOFING ON EXIST. DECKING ON 2X1 0 JOISTS TAPERED SHEET 8.7 DECKING ON 2X10 JOISTS TAPERED ON 3/4'STURD-1-FLOOR ON 13 -CEDAR SHINGLES ON 12'COX FINISH FLOOR AS SCHEDULED COX PLYWOOD ON lX6 T&G SYP#1 DECKING DECKING TWISTED STRAP UPLIFT TAPERED FROM 9 1/4"TO 7 DECKING FROM 9 1/4'TO 7 1/4'(VERIFY EXIST. EXIST.2X6 RIM (VERIFY EXIST.HEIGHTS)SISTERED ADD 1 SIMPSON RAFTER 3/4'(VERIFY EXACT HEIGHT) ON EXIST.DECKING&2X8 ON 3X6 CYPRESS#1 RAFTERS @ 2V O.C. CONNECTOR-SEE 1/4'(VERIFY EXIST.HEIGHTS) HEIGHTS)SISTERED TO EXIST. BOARD,FASTEN W/ TO EXIST.2x6 JOISTS@ 2C O.C. MTS12 TWISTED PRE-ENGINEERED FLOOR PLYWOOD COATED W/WET FLOOR JOISTS SHEET 8.7 2X8 SYP#2 RIM BOARD, JOISTS@ 24-O.C. 3-12d COMMON STRAP UPLIFT FLASH'WATERPROOFING ON 2X6 12 FASTEN W/4-12d COMMON NAILS INTO EA. CONNECTOR-SEE TRUSSES @ 19,2'0 C SPF#2 STUDS @ 16-D.C. 14 NAILS INTO EA.RAFTER 0 SHEET 8.7 ADD I SIMPSON H2.5 CLIP FROM FLOOR EXIST.2X4 BOTTOM PLATE EAVE DRIP m2s2s295 EAVE DRIP ------- ADD SIMPSON C81 6 COIL STRAP X JOIST TO TOP PLATE,SEE SECTION 7/8.5 1 X4 PVC FACIA - - - - - - - - - - FACIA IX4 PVC FACIA 44-L @ 32-O.C.FROM 2ND LEVEL -1 10ALUM.EAVE DRIP _zz 5AX12 PVC FASCIA 5AX12 PVC FASCIA WILLIAM A.LEUTHOLD ARS902 STUDS TO 1 ST LEVEL STUDS cc Wu GWB ON EXIST.RAFTERS - GWI3 1/2'GWB EXIST.3-2X6 BEAM IX6 T&G V-JOINT PVC CEILING EXIST.3-2X6 BEAM A A A A I I I A 4X8 CYPRESS#1 BEAM lt2"GWB Zz_ 2-2X6 SYM TOP PLATE, 5 1/2'OPEN CELL 1/2-64mQ41L FOAM iNsuLAnoN SPLICE TOGETHER W/2 ROWS 5/8"TYPEW GWB EXIST.2X4 SYP#2 DOUBLE TOP 1/2"GWBON EXIST.2 S'nlnWALL-/I _:Zzz�:zz: 1 Od COMMON NAILS@ 16'O.C. FOAMINSULATION ADD SIMPSON MSTA24 I 3/4'PVC BED MOULD IX PVC TRIM HEADER-SEE FRAMING PLAN STRAP @ 32'O.C. IX PVC BEAM CASING "-P.T.2X4 SCREEN <11-19INSULATION PLATE,SPLICE TOGETHER W/2 2-1.75"X 11.25"2.OE SIMPSON SPH6 STUD PLATE 2-2X8 SYP#2 HEADER FROM RIM JOIST TO FRAMING W/P.T.IX2 q,90 ROWS 10d COMMON NAILS @ 12'O.C. TIE AT EACH STUD @ 16'O.C. STUDS REMOVE EXIST,DECKING MICROLAM LVL HEADER STOP CEDAR SHINGLES ON EXIST.112" CEDAR SHINGLES ON 1/2"CDX PLYWOOD COATED REMOVE ROOF, &2X12 JOISTS ADD SIMPSON H2.5 CLIP AT EACH COX PLYWOOD COATED Wl WET W/WET FLASH'WATERPF OOFING ON EXIST.3/4' CASED OPENING REMOVE WALL ,SCHE%LED nn, wr CE AR S� W/ F STUD TO TOP PLATE @ 16-O.C. FLASH'WATERPROOFING ON VBOARD SHEATHING ON EXIST.2X4 STUDS EXIST.2X4 STUDS DOOR WOOD BRACKET- FIBERGLASS FLORIDA SEAL W S T CEDAR SHINGLES ON EXIST.1/2' SEE DETAIL 65.1 INSECT SCREEN E COX PLYWOOD COATED W1 W REVISIONS: DATE: re 1/2'GWB ON EXIST.2X4 STUD WALL CD FLASH'WATERPROOFING ON WINDOW Lu 2X6 SPF#2 STUDS @ 16'O.C. >1 co Ln ADD 2X4 SPF#2 STUDS AS > REQUIRED TO MAINTAIN WO.C. > (NEW STUDS MAY BE PLACED co co CEDAR SHINGLES ON EXIST.112" ADJACENT TO EA.EXIST.STUD) ADD SIMPSON H2.5 CLIP AT CDX PLYWOOD COATED W/WET ADD 2 SIMPSON MSTA24 EACH STUD TO BOTTOM FLASH'WATERPROOFING ON DRAWN BY: DATE: STRAPS EACH SIDE OF PLATE @ 16-O.C. 2X6 SPF#2 STUDS @ 16-O.C. RBP 10/18/2010 FRONT DOOR WALL REMOVE 2X6 DECKING& REMOVE DECKING&INSTALL ADD SIMPSON H2.5 CLIP AT EACH FINISH FLOOR AS SCHEDULED FRAMING TO 6)(6 FINISH FLOOR AS SCHEDULED ADD SIMPSON H2.5 CLIP AT EACH FINISH FLOOR AS SCHEDULED INSTALL FINISH FLOOR AS 514X6 IPE DECKING ON EXIST. APPROVED BY� SCALE: STUD TO BOTTOM PLATE @ 16'O.C. DRILL&EPDXY 1/2'0 X 8"THREADED ON EXIST.DECKING&2X8 GIRDER BELOW ON EXIST.DECKING&2X8 STUD TO BOTTOM PLATE @ 16'O.C. ON EXIST.DECKING&2X8 SCHEDULED ON WC FLOOR JOISTS WAL 1/2'= V-0" STUD W1 2"X 2"X 118"PLATE WASHER FLOOR JOISTS FLOOR JOISTS FLOOR JOISTS STURD4-FLOOR DECKING ON 2X6 SYP#2 BOTTOM PLATE 4'CONC.SLAB COMPACTED SAND 2X6 SYM BOTTOM PLATE SELF-ADHERING HASTINGS 5.1 WS lX4 BASE INTO EXIST.8-CMU STEMWALL @ 24'D.C. BRICK PAVERS ON BRICK PAVERS ON EXIST.2X8 FLOOR JOISTS INSTALL DRAWING FILE: EXIST.CONC.SLAB EXIST.2X4 BOTTOM PLATE E S BED ADD SIMPSON MSTA24 ADD SIMPSON FLASHING OVER ADD I SIMPSON H2.5 ETT17 AM 1 SIMPSON H2.5 STRAPS FROM WALL ADD 1 SIMPSON H2.5 MSTA24 STRAPS ADD I SIMPSON H2.6 EXIST.JOISTS RENOVATION TO RESIDENCE APPROX.GRADE SOUTH SIDE STAINLESS STEEL CLIP FROM 1- -:� STAINLESS STEEL CLIP FROM FRAMING TO 6X6 GIRDER STAINLESS STEEL CLIP FROM/ FROM WALL FRAMING STAINLESS STEEL CLIP FROM CEDAR SHINGLES ON 4 1 2-."..",.2 BELOW @ 32'O.C. TO 6X6 GIRDER FLOOR JOIST TO 6X6 GIRDER FLOOR JOIST TO 6X6 GIRDER OW @ 37 O.C. FLOOR JOIST TO 6X6 GIRDER EXIST.1/2"CDX PLYWOOD COATED W/ MR. AND MRS. FLOOR JOIST TO 6X6 GIRDER 4 .. ;. - r WALL EXIST.6X6 GIRDER ----_,COAT EXIST.FRAMING V EXIST.6X6 GIRDER EXIST.6X6 GIRDER EXIST.6X6 GIRDER EXIST.8"CMU FOUNDATION APPROX.GRADE NORTH SIDE FLASH'WATERPROOFING& 'WET FLASH' RICHARD HASTINGS EXIST.8'BRICK COVER W/1/2"CEMENT EXIST.8"BRICK EXIST.8'BRICK EXIST.8"BRICK WATERPROOFING ON FOUNDATION WALL BACKER BOARD&APPLY WET FOUNDATION WALL FOUNDATION WALL FOUNDATION WALL 2X6 SPF#2 STUDS @ 16'O.C. 1923 BEACH AVENUE EXIST.I'-6'X VD CONC. FLASH'WATERPROOFING ATLANTIC BEACH, FLORIDA FOOTING- EXIST.l'-4'X 8M CONC. EXIST.1'4*X rD CONC. EXIST.l'-4"X 8'D CONC. EXIST.T-4"X 8"D CONC. FOOTING FOOTING FOOTING- FOOTING SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SECTIONS DETAIL 7/8.5 FOR 6X6 DETAIL 7/8.5 FOR 6X6 DETAIL 7/8.5 FOR 6X6 DETAIL 7/8.5 FOR 6X6 GIRDER FASTENING GIRDER FASTENING GIRDER FASTENING GIRDER FASTENING SECTION 1/5.1- SECTION 2/5.1- SECTION 3/5-1- SECTION 4/5.1 SECTION 5/5-1- 1/2"=V-0" 1/2"=1'4r 1/2"=V-0" 1/2"=l'-W 1/2'=V-0" 5ml 9. WILLIAM LIELITHOLD TILE ON SCHLUTER-DITRA MORTAR BED ARCHITECT INC. SCHLUTER-TROBA ON VULKEM 2742 HERSCHEL STREET 30351 WATERPROOFING ON 314" _TILE CLOSURE JACKSONVILLE, FLORIDA 32205 STURD-1-FLOOR PLYWOOD —ALUM.FLASHING&COUNTER-FLASHING —2M CYPRESS#1 LEDGER 904-389-5456 FL.CORP. W755 - ----- —ARCHITECTURAL ASPHALT SHINGLES ON 11T CDX PLYWOOD ON lX6 T&G SYP#1 DECKING 318"o X 8'LAG SCREW W/WASHER AT 12 ON 3X6 CYPRESS#1 RAFTERS @ 24-O.C. EACH RAFTER THRU 2X6 BLOCKJNG 14 —31WO X 8-LAG SCREW W/WASHER @ NAILED BETWEEN STUDS EA.RAFTER INTO 4X8 BEAM ACCESS HOLE FOR NUT&WASHER, PLUG AFTER INSTALLATION 1/2*0 X 10'LAG SCREW W/1-0 WASHER COUNTERSINK&PLUG 4X6 CYPRESS#1 BEAM 1/2'0 THRU-BOLT W/V0 WASHER THRU 06 CYPRESS#1 DOUBLE 2X6 BLOCKING BETWEEN STUDS _lnk u CUT FROM 04 CYPRESS#1 1/2'0 THRU-BOLT W/1"0 WASHERS, 3' 3 1/4' COUNTERSINK&PLUG AFTER INSTALLATION 4X6 CYPRESS#1 (2)#18 X 4-SCRE WS, COUNTERSINK&PLUG 1/2"0 X 8"LAG SCREW W1 1*0 WASHER 1 2 SIMPSON H.25 CLIPS THRU DOUBLE 2XIS BLOCKING BETWEEN UPLIFT CONNECTOR :3 5 1/2"OPEN-CELL FOAM INSULATION STUDS ARCHITECTURAL ASPHALT SHINGLES 12 13 J.- ON ROOF TOP GUARD 11 UNDERLAYMENT ON ------- 1/2'CDX PLYWOOD ON 2X6 SYP#2 RAFTERS @ 24"D.C. ALUM.EAVE DRIP lX8 PVC FASCIA ON BRACKET DETAIL 4/5.2 2X6 SYP#2 SUB-FASCIA. V-w 1X PVC SOFFIT SECTION 3,4/5.2 514 PVC FRIEZE W/ BOTTOM TO ALIGN W/ 112"=V-0* 5/4X12 FRIEZE @ NORTH WALL OF COVERED STAIR NOTE:VERIFY THAT EXIST.BOARD ROOF DECK IS ATTACHED W/MIN. (2)10d NAIL NOTE:VERIFY THAT EXIST.BOARD ROOF ADD 1 SIMPSON A35 ANGLE AT EACH RAFTER,IF NOT ADD(2)10d DECK IS ATTACHED W/MIN. (2)10d NAIL EA.EXIST.RAFTER TO HIP RING-SHANK COMMON NAILS AT EACH AT EACH RAFTER,IF NOT ADD(2)10d RAFTER OR RIDGE RAFTER INTERSECTION FASTEN 1/2 PLYWOOD SHEATHING W/8d RING-SHANK COMMON NAILS AT EACH RING SHANK COMMON NAILS @ 3'D.C. RAFTER INTERSECTION ARCHITECTURAL ASPHALT SHINGLES ON I SIMPSON A35 ANGLE EA. EDGES&6'O.C.FIELD ROOF TOP GUARD 11 UNDERLAYMENT ON EXIST.RAFTER TO HIP ARCHITECTURAL ASPHALT SHINGLES ON ARCHITECTURAL ASPHALT SHINGLES ON EXISTING ROOF DECKING&RAFTERS RAFTER OR RIDGE ROOF TOP GUARD 11 UNDERLAYMENT ON ROOF TOP GUARD 11 UNDERLAYMENT ON 51/2"OPEN-CELL FOAM INSULATION ADD IX4 SYP#2 LATERAL 1/2'CDX PLYWOOD DECKING ON 2X6 IST.ROOF DECKING&RAFTERS ATTACH CEILING JOISTS TO RAFTERS W/ VERIFY& SYP#2 RAFTERS @ 24'O.C. 51/2"0 LL FOAM INSULATION BRACING @ 48'O.C. 8-12d COMMON NAILS EACH END MATCH EXIST. CH EXI ADD lX4 SYP#2 LATERAL 12 2 SIMPSON H2.5 CLIP UPLIFT ADD 2 SIMPSON H.25 UPLIFT CONNECTOR- ATTACH CEILIN13 JOISTS TO RAFTERS W/ BRACING @ 48'O.C. SEE SHEET 8.7 8-12d COMMON NAILS EACH END 14 CONNECTORS-SEE SHEE 8.7 UPLIFT CONNECTOR-SEE EXIST.TOP PLATE EXIST.TOP PLATE EXIST.TOP PLATE ALUM.EAVE DRIP&lX2 PVC IX6 PVC T&G V-JOINT CEILING 1 X6 PVC T&G V-JOINT CEILING lX8 PVC FASCIA ON 2X6 SYP#2 13/4"PVC BED MOULD IX8 PVC FASCIA ON 2X6 SYP#2 10 GWE3 ON EXIST.CEILING JOISTS lX8 PVC F IA 0 2X6 SYP#2 1/2"GWB ON EXIST.RAFTERS ON EXIST.CEILING JOISTS SUB-FASCLA. BEAM CASING TO lX6 PVC BEAM CASING SUB-FASCIA. SUB-FASCIA. —5/4X8 BEAM CASING 2-2X8 SYP#2 HEADER----� HEADER-SEE FRAMING PLAN 2-2X1 2 SYM HEADER ALIGN W/FRIEZE. ON 2X6 SYP#2 CEILING JOISTS EXIST.HEADER IX12 PVC SOFFIT 1 Xl 2 PVC SOFFIT 1/2"0 NECK MOULD 13/4"PVC BED MOULD 1/2"0 NECK MOULD 1314*PVC BED MOULD 13/4"PVC BED MOULD 5/4 X 8(V X 7 1/4')PVC FRIEZE 5/4 X 8(1-X 7 1/4')PVC FRIEZE 5/4 X 8(1 X 7 114')PVC FRIEZE 8 ix COL_&PM ALUM.FLASHING OVER 1 314"PVC ALUM.FLASHING OVER 1314-PVC BED MOULD BED MOULD 3/4'PVC'COLUMN'CASING —3/4"PVC'COLUMN'WING DOOR 22 CEDAR SHINGLES ON 1/2"CDX c WINDOW Lu PLYWOOD COATED W/WET 36"H PVC RAILING W/BALUSTERS FLASH'WATERPROOFING ON 2X6 SPLICE NEW 2X6 FLOOR JOIST TO SPACED NOT TO PASS 4'0 SPHERE SPF#2 STUDS @ 16'O.C. 36"H PVC RAILING W1 BALUSTERS EXIST.2XII FLOOR JOIST W/3 ROWS INSTALL 2 SIMPSON CS16 COIL STRAPS FROM -CAP CUT FROM 1 1/2"X 9 1/4" /--SPACED NOT TO PASS 4*0 SPHERE 12d COMMON NAILS @ 12-D.C. ARCHITECTURAL PVC,SLOPE TOP ; 2ND LEVEL WALL FRAMING TO 1 ST LEVEL ao ao TILE ON SCHLUTER-DITRA ON WALL FRAMING,EACH SIDE OF OPENING ASPHALT SHINGLES Tf� ALUM.FLASHING&COUNTER-FLASHING MORTAR BED ON ON ROOF TOP GUARD 2X8 SYP#2 LEDGER,FASTEN W/4 ROWS _SCHLUTER-TROBA ON VULKEM 4 11 UNDERLAYME14T ON 112"GWB ON EXIST.2X4 STUD WALL OF l6d COMMON NAILS @ 16-O.C. 350/351 WATERPROOFING ON 34" 5.2 1/2"CDX PLYWCOD ON 'ED J t 8111 SIG_:S )4 t 2'C[r,C 2 SIMPSON H.25 CLIPS STURD-1-FLOOR PLYWOOD ON 2X6 SYP#2 RAF-ERS @ ).Y� f0OD 'IQ rE[ 1 V/ N ET SIMPSON A35 ANGLE @ EA.RAFTER TO UPLIFT CONNECTOR R-13 INSULATION LEDGER CONNECTION 2N WAD LL LE FV F LU 24"O.0-—----------- "I A,' -'W k FEF I IRC C FIh G 011 2Xe ALUM.FL SILL FROM 2X6 SLOPED 2X6 SYP#2 NAILED TO PASHING&COUNTER-FLASHING NSTAL 2 SIMPSON CS16 COIL STRAPS FROM 5 1/2"OPEN-CELL FOAM INSULATION ARCHITECTURAL I LL 3 3FI 2 STI J)s g)16'-ac. )E IPI DEC, (IN P.T. f — FINISH FLOOR AS SCHEDULED SIDE OF EXIST.2X8 FLOOR JOISTS �?2ND LEVEL WALL FRAMING TO 1 ST LEVEL FINISH FLOOR AS SCHEDULED PLATES YP W ASPHALT SHINGLES ON EXIST.DECKING&2X8 @ 16-O.C. 2X8 CYPRESS#1 LEDGER 8 Lol iliffs WALL FRAMING,EACH SIDE OF OPENING ON EXIST.DECKING&2X8 12 IT I M VEROO TRU RE E F IN 11 AN) FLOOR JOISTS 13 V-7F. 1 o" ON ROOF TOP GUARD FLOOR JOI E I - - SLOPE 1314" ARCHITECTURAL ASPHALT SHINGLES ON 1/2"CDX ALUM.COPING W/CLEATS 11 UNDERLAYMENT ON YWOC STS-A PLYWOOD DECKING ON IX6 T&G SYP#1 DECKING EACH SIDE r 1/2"CDX PLYWOOD ON ON 2X6 CYPRESS#1 RAFTERS @ 24-O.C. TOP 2ND FL.SUB-FLOOR ------------- ------- :/r� 2X6 SYP#2 RAFTERS @ 7 12 24"O.C. 14 IX4 PVC FACIA ----------------- 5/4X12 PVC FASCIA \REMOVE EXIST nF== 1/2"GWB ON EXIST.RAFTERS 1 1/2"ALUM.EAVE DRIP 36"H PVC HAND RAIL I ALUM.EAVE DRIP EXIST.3-2XI 2 Wl 314" DD 2 SIMPSON CS16 COIL 1/2"GWI3 ON EXIST. IRS E CEDAR SHINGLES ON 1/2"CDX PLYWOOD 1/2'GWBB R-19 INSULATION 1 X8 PVC FASCIA ON PLYWOOD BETWEEN BEAM CEILING JOISTS SPACED NOT TO ADD 1 SIMPSON C816 COIL STRAP @ 32' 1/2"GWB ON 2X6 SPF#2— I I I STRAPS FROM EACH SIDE OF NEW 1/2'GWB ON EXIST.2X4 STUD WALL 4X6 CYPRESS#1 BEAM COATED W1 WET FLASH'WATERPROOFING 2X6 SYP#2 SUB-FASCIA. PASS 4'0 SPHERE P_ ON 2X6 SPF#2 STUDS @ 16-O.C. O.C.FROM 2ND LEVEL WALL TO 1 ST STUDS @ 16'O.C. ll� "-_ LEVEL WALL FRAMING Z IX PVC SOFFIT BOLTED TO BEAM 2-2X10 SYP#2 HEADER----' FROM EA.FLOOR JOIST TO NSTALL 2 SIMPSON 2-2X8 SYP#2 HEADER- T======----------- 2-2X8 BEAM CASED W1 +1/4'STEEL PLATE DOOR FRAMING TO BEAM BELOW ADD I SIMPSON H2.5 CLIP ADD 1.75"X il.25"2.OE DOUBLE TOP PLkTE CS16 COIL STRAPS CASED OPENING-1 3/4"BED REMOVE ROOFING,DECKING&SLOPED n T 11, MICROLAM LVL EACH SIDE OF FROM 2ND LEVEL MOULD W1 ALUM.FLASHING FRAMING MEMBERS IX PVC TRIM lX12 BEAM CASING EXIST.BEAM WOOD BRACKET-SEE I FRAMING TO 1 ST LEVEL 2-2XIO SYP#2 HEADER OVER&514X6 CASING @ HEAD DETAIL 415.2(ALIGN TOP OF EXIST.STUD WALL 'I WOOD BRACKET-SEE WALL FRAMING,EACH &514X4 CASING @ JAMBS REOOVE FURRED DETAIL SIM.4/5.2 BRACKET W/TOP OF SIDE OF OPENING (MATCH HEAD HEIGHT OF CEI�ING&PARTITIONS WINDOW CASING) LIVING ROOM WINDOWS) Lj 1/2'PVC PANELLING @ FLORIDA SEAL Z2 SIDES OF OPENING TILE ON CEMENT BACKER BOARD 5t4X6 IPE DECK ON P.T. P.T.4X4 POST BEYOND u, -REMOVE NORTH&EAST D R REVISIONS: DATE: WINDOW 2X8 FLOOR JOISTS @ (LANDING SUPPORT) I I I , - REMOVE PORTION OF Ln 24"O.C. WALLS CD WALL FOR NEW OPENING 1 1/2'PVC SILL&59 zo zo . . . Go TRIM BELOW F2-P.T.2 112'PVC PANELLING ON 1/2"CDX PLYWOOD TILE ON SLOPED MORTAR 5/4 IPE TREADS ON 3- DRAWN BY: DATE: BED ON SHOWER PAN ON ALUM.FLASHING qVEk\ P.T.2X12 STRINGERS COATED W/WET FLASH' RBP 10/18/2010 P.T.2X8- i,�l WATERPROOFING CEMENT BACKER BOARD ON ADD 2 SIMPSON MSTA24 STRAPS FROM WALL I I FINISH FLOOR AS SCHEDULED P.T.2X6 PLATE&1/4' 3/4"STURD-1-FLOOR 5106 IPE DECK ON NEW FRAMING TO P.T.2X8 PLATES ON 3/4"STURD4-FLOOR TAPCON SCREWS APPROVED BY: SCALE: FINISH FLOOR AS SCHEDULED DECKING ON 2X3 SYP#2 REMOVE EXIST. ON EXIST.DECKING&2X8 P.T.2X8 FLOOR JOISTS DECKING ON 2XBSYP#2 WAL 1/2"= V-0" FLOOR JOISTS(cD 16'O.0 @ 24'O,C. DECKING&FLOOR IX PVC TRIM ON P.T.2X6 FLOOR JOISTS @ 16-O.C. LANDING-P.T.5/4 X 6 FLOOR JOISTS—\ I JOISTS SPACER IPE DECKING ON P.T. DRAWING FILE: —CEDAR SHINGLES ON 1/2'CDX PLYWOOD COATED 5/4X6 IPE DECK ON NEW P.T. 2X6 JOISTS @ 24'D.C. HASTINGS 5.2 WS ---\ TTACH W/WET FLASH'WATERPROOFING ON EXIST.314" -------- __=jll_j 2X6 FLOOR JOISTS @ 24'O.C. (DO NOT A BOARD SHEATHING ON EXIST.2X4 STUDS ADD P.T.2X8 BLOCKING,COAT —DOLIBLE JOISTS @ ;D FRAMING TO WALL) EXIST.6X6 GIRDER NEW 2'-8"W BRICK RENOVATION TO RESIDENCE ADD i SIMPSON H2.5 ADD I SIMPSON H2.5 I—, /WET FLASH' ADD SIMPSON MSTA24 STRAPS FROM WALL __K--------------------------------POST-SEARM- EXIST.CONC.SLAB P. IPPLE STUD WALL WALK ON COMPACTED STAINLESS STEEL CLIP FROM STAINLESS STEEL CLIP FROM FRAMING TO 6X6 GIRDER BELOW @ 32'O.C. EXIST.CONC.SLAB CUT EXIST.FLOOR JOISTS @ REMOVE 6X6 GIRDER--� i i--I 1 1 ___4 — SAND BED FLOOR JOIST TO 6X6 GIRDER FLOOR JOIST TO 6X6 GIRDER WALL LINE&REMOVE ON NORTH&EAST DRILL&EPDXY 112'0 X 10"THRIEADED MR. AND MRS. I�T' EXIST.6X6 GIRDER ADD P.T.2X6,COAT W/WET NEW P.T.2X8 PLATES STUD W/2"X 2"X 1/8"PLATE WASHER INTO CUT KERF IN SLAB ON 3 SIDES&INSTALL- EXIST.8'BRICK EXIST.8"BRICK FLASH' EXIST.8'BRICK STEMWALL @ 24'D.C. ALUM.FLASHING IN SEALANT RICHARD HASTINGS FOUNDATION WALL FOUNDATION W/LL EXIST.8"BRICK EXIST.CMU FOUNDATION I--- ADD SIMPSON MSTA24 STRAPS FROM WALL BELOW GRADE P.T. 1923 BEACH AVENUE EXIST.1'4W X 8*D CONIC EXIST.V-4"W X 8D CONC. STRINGER&2X8 ING TO 6X6 GIRDER BELOW @ 32-D.C. FOUNDATION WALL- FOOTING ATLANTIC BEACH, FLORIDA FOOTING EXIST.1'4"X 8"GONC. EXIST.T4"X 8"CONC. FOOTING FOOTING L FOOTING L_f-- P.T.4X4 POST SEE STRUCTURAL SEE STRUCTURAL SECTIONS DETAIL 7/8.5 FOR 6X6 DETAIL 7/8.5 FOR 6X6 GIRDER FASTENING GIRDER FASTENING SECTION 1/5.2. SECTION 2/5.2. SECTION 3/5.2. 1/2"=V-0" 1/2*=1'4r 1/2"=VV 5m2 WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 904-38W56 FL.CORP. AA2755 DOUBLE JOISTS UNDER 4X4 POST F REMO DE NG EXIST.2X8 FLOOR JOIS EXIST.2X8 FLOOR JOISTS @ 24'O.C. IN P. JOISTS @ 16'O.C. SYP# I O.C. ADD 2-P.T.2X8 UNDER NEW EXTERIOR WALL I oil I I Lu EXIST.2X8 FLOOR 1484—— JOISTS @ 16-O.C. REMO KING THIS AREA&I TALL 3/4' STUIRD- L R DECK G C%j =zp;--fl L gg 8 %a ———————,--————— co cn FL-+-7 ATTACH 2X8 SYP#2 LEDGER TO EXIST.WALL EXIST.2X8 FLOOR FRAMING W1 5-16d COMMON NAILS @ 16- v JOISTS @ 16-D.C. a D.C.(TYPICAL) --fE --7 ta ?5 L L4 E- CL W a 0 0 0 0 0 0 ol w ui CONSTRUCT 2X4 CRIPPLE STUD WALL W/(2) 2X4 SYP#2 TOP PLATE,2X4 SPF#2 STUDS @ cm C-4 C-4 16'O.C.&P.T.2X4 SYP#2 SILL RATE. FASTEN THE 2X4 SILL PLATE TO THE EXIST. CONCRETE SLAB W/1/4"0 X 31/4"HWH TAPCON SCREWS @ 16 D.C.,STAGGERED EXIST.2X8 FLOOR JOISTS @ 16-O.C. � F- P.T.2X6 SYP#2 FLOOR JOISTS @ 16-D.C.ON P.T.SHIMS ON EXIST.CONC.SLAB WILLIAM A.LEUTHOLD AR8902 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: RBP 10/18/2010 APPROVED BY: SCALE: WAL 1/8"=V-0' DRAWING FILE: FLOOR SYSTEM DESIGN CRITERIA: HASTINGS 8.11 ST FF FLOOR DEAD LOAD =20psf FLOOR LIVE LOAD =40pd RENOVATION TO RESIDENCE MR. AND MRS. RICHARD HASTINGS 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA FRAMING PLANS FIRST FLOOR FRAMING PLAN LEGEND: 1/4'=V-0' EXISTING FRAMING MEMBER TO REMAIN NORTH NEW FRAMING MEMBER 8 WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 904-389-5456 FL. CORP. W755 2X6 SYP#2 OVERFRAMING RAFTERS @ 24-O.C. 2X6 SYP#2 RAFTERS @ 24-O.C. CANTILEVERED JOIST PROFILE'-' 2'-O"(VERIFY) 2-6"MIN.- —BRACKET-SEE DETAIL 4/5.2 61CYPRESS#1 BEAM 4X6 CYPRESS#1 BEAM 4X6 CYPRESS#1 BEAM DOUBLE P.T.2X8 SYP#2 CANTILEVERED FLOOR JOISTS GYP 24- C. 2 2X8 HDR EXIE T.HOR EXIST.HDR EXIST.HDR 2-2XIO HDR 2XIO H 2-ill 0 HDR I EXIST.2-2X6 BEAM EXIST.2-2X6 BEAM I I I P.T.2X8 SYPQ FLOOR JOISTS— - 11 IX4 SYP#2 SIMPSON H2.5 ANCHOR mom: Sim 0 =T C4, 5 AT LATERAL CEILING _LIL ,CANT D FL I P.T.4X4 SYP#2 POST 0 EA.RAFTER TO PLATE d JOISTS BRACING i!�Ij: I 11JOIST11 cli C5 % F--[-:(ISTr6 FLOOR JOISTS @ MID SPAN co 2X8 FLAT,ATTACHED TO EXIST. C4 I I.... i " " 24-O.C., SI IS FRAMING W/2-#10 SCREWS @ L I RED 2X1 SYP#2 T cn REMOVE ROOFING,DECKING EA.INTERSECTION 9-9Y5k r% kil r% EEJ S I JOIST, W/4 Ln cn &ROOF FRAMING 11 ROW8112d COMMON NAILS 12'O.C.If o 0: STAIRS Lu IDGE_ EXISTING ROOF EX1§T.2X8IfLOOqdO1ST$@ 16"6).C. z 1SI N H.25 CLIP ER NJ 2XX361S SIDqjOF cm 2-P.T.2X8 LANDING B 1 8 yPQ C', TILEVERED FLOOR J S ll 11 11 ll EA Lu '1H(� 2 A CH LOO OISTLO EAM Ell H 3 RO S OFEd CO N ADD 2-2X4 SYP#2 511 1 NAkS @ lt'O.C. EE stunoNll/5.2) KING POST 7�Pj.2X870OR C14 JOIPTS@?4"( OD IE N&l 'STE P Cj 2-2X12 HDR 2-2X12 HDR 2X1 2 HDR EXI T.B 3- 2 W/ "P 1�, � a 2-2X8 HDR �v 8 ILGILI Lu H21.2xA 11 ADD .75"X 11.25" OE MICROLAM LVL BEAM TO EACH SIDE OF THE EXIST]4 212X8 HER 110 FLO R JAC EXISTING BEAM UP TO 1/4"ABOVELEVEL AT MID SPAN if REMOVE ROOFING,DECKING PRI TO ING MICROr LV�PLIES l l I I I &SLOPED FRAMING If C6 T_B 'X-' D 75 11 RI, To REMOVE 2 JOISTS 0 U- c) v cj IST FLO R JOI O.C. ca Sj w- - a: 6 cj ADD`IX4 SYP#2 LATERAL CEILING JOIST .48 iTS @ __j U- 0 2X6 SYM RAFTERS @ 24-0. U- BRACING @ 48'O.C.TO EXIST.CEILING JOISTS fr 4 cc W U) a BFACKET-SEE DETAIL 4/5.2 cj ui z C3 M X: I I I I l I I I I I I I I I I co- l__1 ::! I I I I I I I I - I I 9� L 2 if X 1 0 '7 rh C�l EXISTI 3-2X81 BEAM,1ADD 1.75-X 7.26-2.0 E C�UT JINEMW 3-1.75"K 11.876'2.OE I 11 CV WICR I If - IMI�R LAML�LBEPtTOO14SIDE EX�c:: I L L FLfUH FLOtR BI c EXIST.HDR I �2 L __j L 0 ADD 1 HMPSC N LU&8 J:IIST u- HANqER @�k JOIc T C, oil —4 Ell q 0 — - - — - - zo Lu I I EXISTA8 FLQORJqioilzp alo-0.4. E C, 2-2X8 HDR 04 -A 2-2X8 HDR OP FOR U- ADD SIMPSO�LUS28 JOIST11 STA S I HANTR @ .JOI cn 11 2X8 FLAT,ATTACHED TO EXIST. 6 # FRAMING W/2-#`10 SCREWS @ EXISTING ROOF -I I 1 1 2 2X8 H R C3 0 LL 0 EA.INTERSECTION CD OFF x — - - — - - _cv — - - — - - CD cl, If SIMPSON H2.5 ANCHOR 110 EA.RAFTER TO PLATE —All I l I I l l c� c I� 8 1 EXIS12 K8 F�OOR JPISTS @ 16"OIC. I z 0 LL c� — - - — — - — - - — - - 11 ADD 2-2X4 S(F#2 KING MST 9 if LL- !O� C-4 I I -ji 2-2X8 HDR 2-2X1 0 HDR BRACKET-SEE DETAIL 415.2 2 .75"Xll:52.OEM ROLAM HE IR 2-2X8 HDR 7Z- 0_ to 7 BRACKET-SEE DETAIL 6/5.1 C14 S#1 R1 I TERS @, F, 3X6 CYPI P ATTATH BEAM W/(2)1/2-0 8-LAG SCREWS THRU 2X8 BLOCKING BETV?EEN STUDS u Ij u z 4X8 CYPRESS#1 BEAM C6 go! WILLIAM A.LEUTHOLD AR8902 ul d d En & Li c; v. 0 CN cv -4— a rpo i Lubi :01 o I I - — _j L_1__ w z cl� _j z w uj FLORIDA SEX REVISIONS: DATE: _ALI C-4 4— DRAWN BY: DATE: C-4 BRACE TOP OF CEILING JOISTS W/IX4 SYP#2 BRACE BOTTOM CHORDS OF PRE-ENGINEERED RBP 10118/2010 If LATERAL BRACING @ 48'O.C.FASTEN W/2-10d ROOF TRUSSES W1 2X4 SYP#2 LATERAL BRACING @ 48'O.C.FASTEN W 2-10d COMMON WIRE COMMON WIRE NAILS AT EACH CEILING JOISTS APPROVED BY: SCALE: INTERSTECTION NAILS AT EACH TRUSS INTERSTECTION WAL 1/8'=V-0" DRAWING FILE: HASTINGS 8.2 FRAMING RENOVATION TO RESIDENCE 3-0-J0 HDR 3-1.75'X 11.25"2.OE MICROLAM LVL HDR 7 MR. AND MRS. RICHARD HASTINGS 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA 2X6 SYP#2 RAFTERS @ 24-O.C. CONVENTIONAL ROOF FRAMING DESIGN LOADS: FLOOR SYSTEM DESIGN CRITERIA:' RAFTER DESIGN DEAD LOAD =10 pof FLOOR DEAD LOAD =20PSf RAFTER DESIGN LIVE LOAD =20 pof FLOOR LIVE LOAD =4OW FRAMING PUNS LEGEND: LEGEND: Ts TT 1 15 TL rjA 0 5 A EVE ADFTL 4t 4"C SYR I C 11 A A H W 4 tO JD *N&lt' I�Pj MIC OOE/ kN ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN 1/4" l'-T EXISTING FRAMING MEMBER TO REMAIN 1/4"=V-0' EXISTING FRAMING MEMBER TO REMAIN NORTH NEW FRAMING MEMBER NORTH NEW FRAMING MEMBER 8m2 ____ 7- - ,* SHEARWALL SPECIFICATIONS .... 1-1,'- lpc SIMPSON HTT22 WILLIAM LEUTHOL -.-.,O,� HOLD DOWN w/ 32-16d SW-1 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING .... COMMON WIRE NAILS ARCHITECT INC. .. . : I . -111.1.1-11.111.....I......I....I........-...I......I............_....�......1-11-11.111.1.1......1-11-1.1...1-1.1--l-1-1-1....1-1 ...�.........11............... . I . NOTE: INTEGRATED STRUCTURAL MULLS i __ . OVER EXISTING 2"x4" SPF No.2 STUDS AND FASTEN WITH 8d 2742 HERSCHEL STREET - __� ;._�=_ - �==_____-_;__I�.......�11_____............I i---I 1______1........... ....... ....-,-""",-,--,---",,-,--�--,-,"",�..��.�.,�,�-�,�-�,��___,:__, _. DRILL 10" AND EPDXY JACKSONVILLE, FLORIDA 32205 z ;: �j WITHIN THE WINDOW SYSTEM ARE THE ,��,-,-�11-11-11,111,�11-1-1--l"-""--,,--,-''-",-�11--�,,�1.11......... : . 1--11-11-11- . COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. 5/11"Ox`12" THREADED ROD, !._____"""--,""-"-"""""-"",---------"---,--"- . I......�.....-...�I--I-............- .111 1.11.1-1-11..............�.......�...................................�----.1...........1-111111-1111...I....I..................-...--1.1-11.................I-,.......I........-.............. . . . INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. WASHER, AND HEX NUT 389-5456 FL. CORP. AA2755 : . _,___,____----�__��_,___......________, RESPONSIBILITY OF THE WINDOW i'll,11_1_____ . "-,----7-,--,=-,--"""--,---,--------,-,-"--------,-"",-,"",--"--,",-,----,-----�. INTO EXISTING 8" CMU ; ; 'I'll -,-- __�___'_ -_ __________,_ ________,__,____,____ : INSTALL ONE PIECE SIMPSON HTT22 HOLD DOWN AT EACH .r___-___,_,___-,_,_-__ 11 111.��.....-.1-1.11-1--......................___..."� 1 �111111 ..................-.....1._..�-1. I ...- � 11 NEW WOOD DECK ��.� . -,,,''-,-,----...........-.4 . . END OF SHEARWALL SEGMENT. �I i 1-1-11...I............"I'll..... -...................--.1--.1-1....I.......-...I................I.............�.... 11".11--1..................1-1-1.1.111.11-1. i STEMWALL BELOW. .111111......I--,.........-.1.1.11111-11.............-1-----1.1-1 1.1--.1-1-11I.I...., - 1 1 .. . ; L!!IH WIN _* . . . I I I----I---- ; . �-,-,--,---,--"�-",-�-----,-,-".,---..",--..."- ------,,--,----,-.-,-,�,-,-�,-----�,-,�",---------4 . . . ; 1 - __ --,-",--"�1.1-1��,��,�1-1--ll-----.�-�.�---,.,--.-�---,-,-,----,,-"��....,.--.."--",---,-.,--,-�-,.--��: . .... I .,.. . CHRISTOPHER C. KATHE, INC. . . : �---�--."""-.,----"---.�-1-11--l'I'll.-I��,,�l-.�,�---___........11 I .. � ; z SW-2 INSTALL V," CDX PLYWOOD SHEARWALL SHEATHING OVER . . ALL DRILLED AND EPDXIED DOWELS SHALL BE . i . . . , 11.1....I...I........I...I-...............I..........I.........�...........-.1-1-..................... -.1-1...-...1. .1-1.1-.--.1.1...-.......11.............-...I.......................I....-.........-.......I.....-...�...........�........11-...I..,..................... A .. �, ! z i .:. �____------,-----,-,--,-,--,-,-,-,--,-,---- ................__---____--___......___________-"-",----,�-,-,-�-..,,.,.",--�i .1i -TIE "SET" CONSULTING STRUCTURAL ENGIN � 11 _' I NEW 2"x4"/2"x6" SPF No.2 STUDS AND FASTEN WITH 8d - INSTALLED WITH SIMPSON STRONG � 1�_---11-11--1 1--_____1__1_1_____1____ -,---,-,----""-"----"-,-"-"--,--'"'-,-,-----,-,------,-,-"""-'"'-"',--------------- i -- ..", ! COMMON WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. TWO COMPONENT EPDXY ADHESIVE OR EQUAL. . -'_____i �.......- '�...I.............................- REFRAME NEW WINDOW OPENINGS ...1.1-1-1-1-1- REFRAME NEW DOOR OPE i H TT22 420 OSCEOLA AVENUE ", d NEW WOOD DECK NING : I "�_' i ! il................I.....11-111,��,-....I...........�.........1-11.1.............................................................. 1-1.1-111....I.....-.11 .11; INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALLATION SHALL BE IN ACCORDANCE z � I ;. 11 ,� : __ - -1- . TIONS. . / 1--l-I__11_1__.__________ w/ 2pcs 2"x4" SYP No.2 JACK w/ 1pc 2"x6" SPF No.2 JACK �. I I � � INSTALL TWO PIECES SIMPSON MSTA24 STRAPS OR HTS24 WITH THE MANUFACTURERS INSTRUC ONVILLE BEACH, FLORIDA 3 � � -- - - ..- -.. - I 1.11-11'...."..'..,....-.... I ' -" I I . , . I / . STUDS AND 3pcs 2%4" SYP No.2 1.11,.........STU D AN D 3pcs 2%6 to SPF N o.2 � OF SHEARWALL SEGMENT. (808)217-4707 i to i.-I...I--....1-1--__........-.1--_.....-_11.1.11-11-1.1...I..._111.......I.....11-11'.."...--- .1i ; p . t . . ADD 4 x4" P.T SYP/NO.2 i.-_1111-1-11-I-1-1-1--l'.11-1-1�-11,�1-1--l�--l'-"",-,-,�'ll,�-------1111- 11 - . . ---j- -FULL HEIGHT STUDS, EACH SIDE _11I . 1, " ------_--"""",............... FULL HEIGHT STUDS, EACH SIDE ____.':_ . FL P.E. 36820 ��................It.....�.........===-, =,-"=:_:__________'_'____ 1 SIMPSON HTT22 TENSION TIE HOLD DOWN POST AT STAIR 1_4�NDING / �_................................................z................. -__________ _________ i --" ----- --- --- - --" - - __ ..............i........11-1-........I-......I...."....1.1...........�il SW-3 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER - _______,_,_' T _1-11_-1_1_1____1____ ; ; . : 11 -.1 ; I ....1-1-1.-1111 I..................11......�..........11....I--...............-.1 . .11.....-.1-1-.1 _ - '' - I . 1.ii................. -1 1.1-1....1.11...... �...... -.....�.......�.1. ...., ......I I �...�- --- , !; I� I �__. -- "- - - ___--__�7,� I - ,--__ ___-,------ - __ "" , / . .- - 2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE / � 'I I==L_*_====�-_,�, I_-__*__�L i�=1__�L==�i__- i 11 -,--- --11__1_'_1 ......-,---.- NOTE: SPLICE ALL MULTI-PLY . t_______ -____,__- __ _, _ 1 : 1 ---� DETA INFILL FRAMING AT EkISTING __________,_.._.��......-.,---=-,j I 1 1 -. . r I L , 1k it i I : : I -.1-1 NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. INSTALL SPF 2 1 I 'I �� * - I I ; NIE V WOOD"DING i w - NEW WOOD LANDING ... : . . . Iq I - ....... . I : � . i i I WALLS w/ 2"x6" SPF No.2 . __1-_-1____-_ i i. ; I No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL TWO T . . m p -4-___ I. , - : : . . q p . : - �. � 4 : : I ROWS 12d COMMON WIRE NAILS : �. . ; I.— 1-11--------------------�-------_______m S*-2 __w........__n__,.",'_'___"______",__+_ -I,--- PIECES SIMPSON CS16 COIL STRAPS AT EACH END OF �,1_3� SCALE: NTS . . . . I . STUDS @ 1 21 " O.C. : � :: . i . I . . . . j,!1 __1 : .1.....1-1.1-11 ,"..",...I....I...................."I",................ 1-111-11-111-111--- i __ �__ . _,:,_�� _______- __.�;_ ..I."... -I� ....._..._......"'.I , @ 12" D.C., EACH LAYER SHEARWALL SEGMENT TO WALL/BEAM FRAMING BELOW. ; . ...... 111I.- I "" ��___, �........�....................-......................... I . I � , ��,�... _.....................�......., ��..�... . - -.1-1....� .. ................. i EXISTING 2%4" . __±� 111�11 ..-,.-. ... 11-1111111-1--l-1- i ; i i --1________-,_-_-___- p . . � : _'� w;zwm=S -......... � � ! . : ; : 1 _7 77.. ........_== -_ -_ =='- �== : . i . . . . . .: I I I I GARAGE WALL STUDS : I :"----,I-,-, -"--'--, 11111..�- .1-1.1....1.1-1-211-1.11.- 1-.I i T I i : I -14�1 1 7 "' . I � i : . � . . . I 4 i -- : . . . I ,� I ; � I : . I I . . . ...............-...."1111......I........ ; � : I i . i p - i CNN 0 1 1 . i I --I - I _�_ - �-2)i�"-xiY y ' * i I ; jr .--, : : : ; DRILL AND EPDXY I . ; . . q . I . _.._ - 011 ..- T i i I I FRAME NEW CASED OPENING =_ , : (2)2"xlO" (2)2"xl 2"x10' (2)2'px10" ( ):z��xi&i I I W o.2 JACK _\_ "I,---- . (p - 1 w . : i ___ I I I I 1 , . i x . . i I ; . � I I . . : . : ! i ; I . ; I . : � I . - I i 1 1 il . i q ; t : : . � ; . ;i to THREADED ROD, w/ . : : I 11-1-111.11---1 11-1 : : i w : p . � I ; : _1�< �� : ...��- DOOR SYSTEMI I - INDICATES 1/2" CDX PLYWOOD SHEARWALL AS PER SCHEDULE ; m . p . :1::Z` 't 1 pc 1.75"x4.0" 2.OE 1/2"OX it it . ..................".... �...... � .1. - � ` _____,___---- --__----_ / . STUD AND 2pcs 2"x6" SOF No.2 � _____/_1 04 . .; ; I : � : � ; : . . . . . I : 11-1 _:7;:�I�ftl I � 7 . . : � 2 x4 PT. SYP I 1j . . . �............ : 1 : : . -a � . '� _*..'1* ,--.'-......'.'_-_-*-'1'-.-...1.1.11.1 -,..�,��'..��*,..��.,.,�..�'�.1, ' . . w/ INTE 1 I . 1; . I : : : . : ON! p . : . . . 51/2 to MINIMUM EMBEDMENT, I / I : i : : , t i . q . I ; . . : : . I . . I. � * E . I! Fl-111.1.1111, _ -__4_____ . - REFRAME EXISTING . . � . . - - INDICATES ONE PIECE SIMPSON HTT22 0.2 SILL a FULL HEIGHT STUDS, EACH SID . - MICROLAM LVL MULL STUD, ^_ I . I . : . .....- ... ... : : 4 � ; . . . � . . . . . . � . . I : T : : . . . 1; 4 i ! . I . : m ; ,; EXISTING 6"x6" A i : -1-1111111-11- ___=W_wer__'=w . . I I y STRUCT . w/ 2"x2"x1/8" PLATE WASHER ...:_... ...... I � � . I . . i : : : :j , I I i ; 4 . . . : I ; � ; :: i . IVING ROOM WALLS SEE DETAIL 4/8.3 . . . . HOLD DOWN PLATE 4 ; . L . . I t . I I : p t ?� , [N I 1.111.1.111,...-...........---.1-1-1.1- . T ; : : ; .: : i ; � . . I � � : : 1! i i . �? Ilk it i/: . a . . . I I . . . p ; : . . I . : � . I i �, Z : : . , MULLS POSTS TO EXISTING 8" CMU STEMWALL a I i-...�............................... ............1. . .x ;,� . � . : �-----___-------- I I . : t : I 1 . i i i : a i - I - : . i 7 ; : � � . � . I ; q : q I i_; q i . ! � z ; Ill . I . . i . I I I I : I ;1 : - . . I I . . I . . .. . . � � . ADD 2pcs SIMPSO 47;-\ I w/ 2"x6" SPF No.2 (TYPICAL 3 LOCATIONS) 04 I � " i , . . . . . ji q) - INDICATES THE NUMBER OF FULL HEIGHT 2"x4"/2"x6" STUDS BELOW. MAINTAIN 24" O.0 .. I .I .. -1--1-1-111-11- : : � : : : �! i . i , . .. . . � . . I . .............. IN....... � . . . . : . 4 . �:::�.1-11--l-.....................---.1.1.1.111 1 ,-" I . i i m . I . . i; 1. I STUDS @ 16" D.C. te) 1 1 i k\ SCREENED PORCH, . I . � �� EACH SIDE OF THE DOOR OR WINDOW OPENING. INSTALL TWO -BETWEEN EXISTING . i . . . p I i t I q : . ;- SPACING IN KN I , ; ; i , ; I _,��_. , , � i I . . � � -,A . . . . � !�--------- I-' . Ii I i i I I 1 ! - ! I ; . . . f : 1________ ,�,_-, ii, 1111- REFRAME EXISTING . . 1 1 1 1 1 . I . . . . :1, w " . . . . . . . . . I . . . . I i ,--I PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. -_ i i ; . . i� . . . I (TYPICAL) � i . . OLTS � . r � � ; . i : i � . . T . 3: 1 , . . . i � � 3, -0" 6 . . .- I...fl If. - : - . . . . . : � . . , " - , .... : ; i � . � 1, ....... ......�.....� -__ p I . . . 1 1 I I i"i . k I I........... U) . . I : i � . I 0 1 . VERIFY 4pcs 2%6" SYP No.2 LIVING ROOM WALLS all� I : : i : : : i � 1 ; i 1 : i" : ; .11,111, �-,....J-111......�.��. - . : . : : z NOTES: i . -...1-1.111--.1 . . : . I . � x , : , : . q - I . : : i I I I i i . i : : . 1-11-1.1.-.77-...� . . : ; . I : . : i I I PROVIDE AT A DISTANCE OF !! a SHEARWALL SEGMENT . I N�l ,-I ! : i : NO . i � . I 0 1 ....."Ill.-I�,�....'�.11.11,111.1'..,..,.�,,�..,.,. -....�. ....�.....-...� 1 1 1-, 1 : t i ; ! i i 1 . . MAX. MIN. INFILL FRAMING AT EXISTING , ___111.__1______.........�.____ SUPPORT STUDS AT BEAM w/ 2%6" SPF No.2 i . ; I i I i 1 1 11 REFRAME EXISTING 1) SEE DETAIL 1/8.3 FOR TYPICAL SHEATHING NAILING PATTERNS. BUTT JOINT I : i z : � . - . i . I i . . LESS THAN 6" AND NO MORE . i 1 1 I i , : : ! 1 1 I! q : . . I i : . i _1__11_11_1_-__I---v ) : . . . . . . i i I I I i . i i i . I ! 2"x6" SPF : : ..N / BEARING, EACH END STUDS @ 16" D.C. I .I. I . 1 1 DINING ROOM WALLS 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END OF ALL i .......I..,............................- 11.....11....d......................- -....1. ' 1 10) 1 10 , 1 � 0 . . . !, , � , r)7 ! � - . 3 1 1 . i i -1-1--1__ �_ - - _____ _��_-_ I'll,I-I-- __111 .1__� __- �� _=��---� THAN 12" FROM ALL BUTT i q I 0 WALLS w/ No.2 : : ____ .�;�� -��1 �� -_1 �( - ___� _ ; i i � 1! SHEARWALL SEGMENTS. i --------_____________..-1-----------------_,____._....I I � - I 5 : : I I I ; T 7 . . --1___....1_- ; I . I . �__. ? . I . ........1..... . .. . : ; . __'� q 1--11-1-1-I 1- .. :_. � I `11$�_,I -I I- 11-1 -1- i . _ 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING STUDS @ 1 " D.C. [I------ ____EmIBr2m_ ; . [SW 2 . � z 2�4 � I . w/ 2"x6" SPF No.2 JOINTS IN THE SILL PLATE . . 2 ,.��=,Z�_,--:_,______....� .....�. ...-- ; ill 11 i0k -W 11 1! r7 i . . 1- I-- - _:,7,7�= , : i � �� .. I I q I -VIA __ I mao�__ ; i STUDS @ 16" D.C. . . I L WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAILED I 1, . ; . i �_, _o__ - -ij- N 8.5 p i I �� 0 " (2) 'x8" (�)2"'o�g ANCHOR BOLT ADDITION TO EXISTING q 4 . /, BELOW i `9. " ADD 1.7 q i . i MSTA24 I . LIVING ROOM . . . 1_\ --.--. ,....,.-...' '---�._.,, .,.-,�:��,:7��, , - . TOGETHER WITH 10d COMMON WIRE NAILS AT 4" MINIMUM. I.. `� .......L--I i I I...I :. � . : �j I 5%11.25" 2,0E I : � d � / 7 . I 1 � � : J�: //, I- . ! v I i ) I � . V) �', C � ""0"N"",, � ADD 2pcs SIMPSON MICROLAM LVL FLOOR :5- GARAGE WALL SILL PLATES . "", cn/ BOUNDARY OF ROOF � FRAME NEW WINDOW OPENING I Z, -co � �8.5)BELOW I . ,,,-' ............ HTS24 TWISTED STRAPS, BEAM TO EACH SIDE __________'_'__'__'____ . I "I . " I 1 3 . -....-.1111VII-1...I......I'll, -.......-......', F SHEATHING, FLOOR . .... 14 . . . . . . . . . . . . . . . . . . . . . .. . . . � 1.111A.-...1--l.-I."I".."...."I'll".."...I.."......"I'll,....I...I...-................1__ i ---,\ DETAIL . i � . - w/ 1pc 2"x6" SPF No.12 JACK . 1-11-1... -.......�....�.......................................... I TYPICAL EACH END OF THE EXISTING I �CINI FRAME NEW WINDOW OPENING I I N 00 . i � :z . 6 SHEATHING, OR WALL K 3 I ift i . .. . : I ; � �-1-.11�11 z I � w : � STUD AND 2pcs 2%6" SPF No.2 . : ,- ic,o ........�' . FLOOR BEAM ll-,.'"' 1 00 wl 1pc 2"x6" SPF No.2 JACK SHEATHING i . """ i � : . . . q ; . . . . � i : i I Ij ,"', FRAME NEW INTERIOR i DINING ROOM i x I SCALE: 3/4" = l'-Olt ; : . i t I . I . ; . � .: il�ll �� EXISTING . I ,\L.3� i FULL HEIGHT STUDS, EACH SIDE I : (I ,.FcN I ,- , , ; � j i . ; . . . . i . : ,� ;; ��,�,� . q I f �1� I I I 7 N I . STUD AND 2pcs 2"x6" SPF No.2 ��', . 1 : i . . i . I ; , REPLACE . PARTITIONS . . . . q " I . W/ I i . .. . i i ,,; -, . � `1 : I . L-L-_ 11--il ' FULL HEIGHT STUDS, EACH SIDE _____ � i I I 1__� . . I : 4 ; : to . . . i C14 I i . i � ; . i (9 _11-., : 2 x4" SPF No.2 I 1pc SIMPSON A35 TOP AND I " . . I-' . . : I : x . . . . - . : .. � : . i � ADD 1pc SIMPSON H2;.5 CLIP -: --- = B 1 . FRAME NEW INTERIOR -----[1-11-1- -.�,��.�.,-.--,�----,-,,�l��--.I-----, I . . . . . . I i . , 1"" ADD 1pc SIMPSON MSTA24 BOTTOM, EACH SIDE. FASTEN i . I 99" . . STUDS @ 16" D.C. i ! . . I .....................�..�.I i i . . I ; . . ; i i . ; -....-- I I ..........- - 0 1 . i : . . / I PARTITIONS W/ :�,'�_: . 1 [::�,�::::�_.��:�d . A �, . . . . . . . . . . . . . w/ 12-8d x 11/2" NAILS. : 3�: 11 . . . . .... . . . I .! ; . . . .. . ; . I -1--.1 I ;. I . . i : . . . . ; : . i 4 N-I I.- Ll : FLAT STRAP @ 32" D.C. u . : ; i : I q � 11 : ADD INTERIOR ADD INTERIOR 11 . a BOTTOM PLATE @ T to 0.C. I _ f 2"x4" SPF No.2 NAIL SPACING AT :6 i :,� - : ' 9 ; i d . : .. . : .. 0 . i 1. I . i SHEARWALL FROM NEW AND EXISTING WALL j S_�� . . 7 RWA . : I LL . ; Fr---,*,*** Z5 � 4 SHEA SW-2 ,1 SUPPORTED EDGE � . XTERIOR . . I ... . --- ---.--,. � THIS SIDE STUDS 0 16" D.C. THIS SIDE I U L I , * , .. I � � I � . iz ii : >0( .(- HTS24 L zxx FRAMING TO 6"x6" FLOOR rrm . r-]!,-- : ....... I'll.. .., ....... -.1-1 I--- ...I........9... D I 1:t=,-� "' " , ,8-.4 .. : ifft . . . . 1.. . i . 1 1 i�.�-7�`_ . I - -_ - ... .11- ..... - I ,� . 1 I i i Fti:�`] . - ____ -1 1_(2) T92 i I i R . : . . . i I,- - . � i- 1 " . i . �__ _ I I 1, � . I - ; ; F x (TYPICAL) - � � . . N EXAMPLE OF UNSUPPORTED : . ____ . .� : : I '=' VESTIBULE 1 ; i /I 1. " I i 1 , I _\ . . : i . q 4 : , ;> p z �EW INTER R W/ 1pc 2%6" SPF No.2 JACK ' 111. k N il 1 � 11 15� ;A (UNBLOCKED) PANEL EDGE. . .. I 1 , L . . � ti . iR........ME-1-IN....�....I--............�....................1 INTERIOR � : ' '. I 1 �', . .1- .....1-1--l...."Ir! � i 4 : � . : C14 7 : 1__T" I .11-1-1.1-11 / 3 , � - 1: ; il i 00 ? : � 0 GIRDER BELOW . � A35 FRAME NEW DOOR OPENING I , i �__ j ___�'��:,__,_,_ - '�______, ......-____1 ) h, d I i � �! �', Ii. i ____�_ f- - I �=__L 4 - -Z - . ph d ,,, i i 1 i i I ...�......-...... . � - . ; ; � I I I - I : /�� I I ;i 1� . . ; . . . q I i , � I ; . .: . 1� I LAUNDRY " 11 i UNSUPPORTED PANEL ED . . 7 ; 't, : � _!:�l GE ,`_� . . STUD AND 2pcs 2%6" SPF No.2 , I i: ,,, 1 ,_._,_,__,_c,4 . I I : I ! i !I - I I PARTITION I p " I I . I '. 11 I I ; : . I I . I . p . . . . . .. t I i: ii i .11.1 �. _1 -1-11 1.1- ---11.1__ : 119 i i j- : 1__% . ipc 1.75 x4.0" 2.OE MICROLAM � � - of . 19 ��_5 IS TYPICAL CONDITION 1, � ��;____L 1� . " � �..........I-,..................... I I ; . . :: : � 1111-1--l-1111 .1111-I".."....I...I..........1-12 : � . : :: I i � r I I ; 04 N FULL HEIGHT STUDS, EACH SIDE . � . . -.1-1 -11 I i ,,�'' /,�'\ I ................" x4" SPF .2 . . .. LVL MULL STUD. RIP DOWN , i I ....:......... -.......I... I- .11.1 .......I........ -.1. ..... I � N UNLESS BLOCKING IS . � :1 p t . : ! . � 11.1-1--�1-1---�l-.",".--,�11.11.1111.1��-.�-, f i /I, " I i , , . 7t_� p i................... I . I i 11 . r . I . . : ...I- I ` ; . . F I..... I.... I 1 i I p q I I . ;� � . . � �, I - . I I � . FROM LARGER MICROLAM LVL . . . i�...�. I 1.11,......I -...I.......I..... DW : o 5 DS @ 12" C. . , . . i . . . . I 1; , ; REQ'D BY SCHEDULE p : _- i � i p I . i . 1� p I . �! . ADD 1pc SIMPSON H2.5 CLIP BEAM MATERIAL . ; / : . :' � ; . / I ........ ....____1-11 ...",... - _7 , � -1 . � . I : . . . I � ; ;[WASHER I 1 " :,, , .� . _ .. - J11,......=-A p . � ; DRYER . . i ...I.......-.1- . I OR NOTES . . .- .-I-1....- �- 777........I'm . p ; . i 11.1111,_11_1111_��-=.- -_________,__,_____,_,.------- . t // -"�____ ____ --I'---- REFASTEN EXISTING WALL i � ; . ----4 ,� - "�' , - . . t . . .1 . I i : 1�� . . I i ... � . �[T . i � I . :� I I . I N NAILING TO---'*' '' . i ....I.."...11......-.....I-- � . - .........--1.1-11........I-.; -.11 11.111.11.11, --...-z . : SHEATHING w/ 8d COM HTT22 HTT22 1: I HTT22 I 1 . STUDS, FLOOR VERTICAL STRUCTURAL MULL : MON WIRE � � I KITCHEN . BOTTOM PLATE @ 16" D.C. . 11-11_____ � I I . __ . F*- . -...�,_.��___'_�_ , : �/, INTERMEDIATE � . .1. ...... �� :��7� L__1 1 � i I : REFFUG. Z I I I I JOISTS, OR . . :5-- i . i NAILS @ 3" D.C. E � I . : . . AT FAMILY ROOM . ! i , : _111.111-1......-- =-1 I I i . co SUPPORT IS 6" . ; � I I i I . REFRAME EXISTING KITCHEN i I I . i I : � I! . : . Y i I SW-1] . . � 1 FRAM E NEW INTERIOR . 1 6" O.C. FIELD (T PICAL) 1 ADD INTERIOR-'/ , ,�,` I I I ; 7 O.C. MAX. UON : I : . : . : . ; � I . : - : I _*'� : 1------ -11.1....- � i : ; : � . 0 , . \1 . I . SIMILAR ,�� WALLS w/ 2"x6" SPF No.2 DETAIL . : SHEARWALL "' I: I i PARTITIONS w/ I I : r4 I I . i -------,: , I 11- -... ......� "' . , : �, \� , i i � : . I I , � FRAME NEW WINDOW OPENING � � 0 THIS SIDE FRAME NEW � , "I, " I (2)2"xB" : = 11-011 I . . . 1, � q I I : STUDS @ 16" D.C. EXAMPLE NAILING PATTERN FOR SHEATHING ��_3 SCALE: 11/2" , . , I I . I 1 - m . 11 11 2%4" SPF No.2 I ......==1-_.-r==_. I * . . ; I , - . ; . I--....11................ - �...... i 0 1 . I i 1.� -&I�=.L-_---- I . . � w/ 2pcs 2"x4" SPF No.2 JACK . x INTERIOR PARTITION I I I - 6 : � /" I I - I . . ,I I� I I . p - . c 7 - i I .i .......... . ,�_ I . I . I �i - I .1..........�... 1-1.1 -11.12 : STUDS @ 16" 0.C. ffl�'_ 11 ADD 2pcs SIMPSON MSTA24 ON ROOF, FLOOR, AND SHEARWALLS : N . STUDS AND 2pcs 2"x4" SPF No.2 1 i �: 1__� w/ 2"x6" SPF No.2 ....................................... ... ...........I......_11-I I- . . i y, . . .... : I I : 1 0 2 FLAT STRAPS EACH END OF TOP PLATE SPLICE I i . cli �.....11..... -....... �.... I I-1---11-11-.1- I 0 1 1 w i , , I � FULL HEIGHT STUDS, EACH SIDE . 1_.� STUDS@ 16" 0.C. w _1� i 2x6 2 . . z � I I ;I__...--_-1--11.1_-, � . -I-...�...........�....-1.I.. RANGE I ETAI L AT EXTERIOR WALLS, I : . I w SHEARWALL SEGMENT (TYPICAL) a ri---� D ; : . to ; . ..''�.�.�..,.�''. ...-�."..-� .1- � : . / i i . OP PLATE FASTEN WALL SHEATHING . . z .2)2"x8" w w � I k 1, , EXISTING 2%4 iSTUDS. / FRAME NEW INTERIOR STORAGE 1 �_____- (. - .0 ; FRAME NEW WINDOW OPENING '\�.3 SCALE: NTS 2"x4" OR 2%6" SYP.NO.2 SPLICE TO DBL. TOP PLATE w/ . / I - - . ,-_ ____7: DOUBLE TOP PLATE. REFASTEN 4'-O" 1 / N w 11...... � ADD 2"x4" SPF NO.2z STUDS _,__� PARTITIONS W/ ..I __7, "I 4= I I i . .1..�.....I....., I.- ,-_,.". i i 0 MIN. I I . I F I w/ 1pc 2%6" SPF No.2 JACK I . / ,;;, , \ 8d COMMON WIRE NAILS : I I . . , I I I AS REQUIRED TO MAINTAIN 1 / �_� ! . I I 0 ; . I w I - I � � . I ....� ADD INTER I STUD AND 2pcs 2"x6" SPF No.2 I i 2"x4" SPF No.2 "FLAT" . Z/ �=NW_72 __�p(<2)HTS24 TOGETHER W/ 10d COMMON I 0 3" O.C. STAGGERED . / I : 1 : -11.1 .. ,.1.'. I ; ;�, ,-- '' . I cqj . . I D . . p / . �, I i �, , � �j . . o I I I . 1 -'* o *' '4 * * " I N TO B 0 . 1 8" D.C. S�ACING I STUDS @ 12" D.C. , . . SHEARWALL ; " WIRE NAILS 0 16" O.C. . i I ; el o . . 0 el . . : i , I . 11-1-1--_-------- I . I I . I . q 7 1 1 1 -1 WITHIN 24" OF ANY i . . . I ,� ; FULL HEIGHT STUDS, EACH SIDE PROVIDE 3-10d COMMON � : . . , i ; . THIS SIDE � I . . . . : i . v...I......--.1-�,J MSTA24 . . : . I : . __,___---_-___1-1_._i �i � i . _'� I . q WIRE NAILS EACH SIDE . ! r6 � . FAMILY ROOM i FRAME-IN EXISTING WINDOW SPLICE. (TYPICAL) I . i . I 1 FOYER i I,\ PANTRY � . " 1 � ,,,,,,-, OF SPLICE (TYPICAL) q - 1-1-1-11-- 1-11-1-1-- ! ; i I I " : � � ; \1�./5 i : 0 . i ,7 1 OPENING w/ 2"x4" SPF No.2 I I 1 � ___7 to � c i- I : i I . . I I i � Tl - . I : . I ; I i o i I 1 f) x 01:YENNA . STUDS @ 8 � i : 1i FRAME NEW FRAME NEW D I D.C. EXISTING --___�_ 1�_______4___ � . " : i � if 1. ;.5 �� : ; 1 �2 : ; i __. W i 17 2 (� BELO I W;S,D . I . . . i HEADER SHALL REMAIN � � " o . I i I 1 N, INTERIOR PARTITION w/ 2pcs 2%4" SP N 6 72--J A& I I I I 1- � I � , FRAME NEW WINDOW OPENING I i 1 4 DELITE . I EXTERIOR CONDITION I w q T N $ � . / . . . . . NEWWINDOW r I w/ 2%6" SPF No.2 STUD AND 3pcs 2"x.4. SPF No.2 . I -..........\11 "AS-IS". q I-' . " ! I : q I i W/ 2pcs 2%4" SPF No.2 JACK : I . z � i 1 . IN MODIFIED . . q w I DBL TOP PLATE SPLICE DETAIL . : STUDS@ 16" 0.C. FULL HEIGHT STUDS, jEACH SIDE (2)1w' 5"x11.25" 12.OE 11--------_111-1-111-11111-1-11-, REFASTEN EXISTING WALL : . . STUDS AND 2pcs 2%4" SPF No.2 ' ; � OPENING . I : MICROLAM L VL - -_ I . I...1- --- - :::��!,:.,�.�,� -i : I ; I... ...__._ _.___ . -.... .- ,, . ........... I : : : -L-=M�-,.��:�:�� :!��:-.1,!! I ---� D I ` HTT22 HTT22 __'__-_- - -_ -- - -T-r-1 iiib:�� - ,-,---- MMON WIRE r5 FULL HEIGHT STUDS, EACH SIDE � & ETAIL i . ..-----.--.--:;-------��_ - 1 1 : . . I..................�.............,.. ......I...�..:, ...., ; ... . :;.,. ....._ . . . . � - NAILS @ 3" D.C. EDGES AND . . i I . . . . . . . I p . . .. I . .. . :- , .... . 1 - . ; . 4 ..I . . '.. . ---t 2"x8" j . . z . . : .: .. . . 1: . ; � . .:.. :.. :: . . . , , : 34" = i,-Ott I � : . ....� : ; . . . , 6" D.C. FIELD (TYPICAL) ',,.,t-�3 SCALE: . . . . . ....... . . ...: - . . i 1� : I � FRAME NEW DOOR OP, ENING T . .�.--.' �'-:'-'-.- ` .�` ...,.--.-..` '''... ri- i i I * , __1 : I . . , : f . .:,:,:.�. :" -'DOOR SYSTEMiz, I . i . I I i . .1 ".... i . .. . . . , .,. : -1.11-1 i : � I . REFRAME EXISTING WINDOW OPENING w/ � W/ No-2 JACK '..F-Ir-l�.1 , ' R 4 . .... ..:.�.:�..� . . 1 t . I 'I�] i , I . I . . , f . . NOTE: SEE ARCHITECTURAL ! I�......11, HTT22 H 22 % .. . . � py it . : : �...;.,.. . I . .6,.:.., .... . w/ INTEGRAL 11_�]- ; .I...."'. � . . .4 . -.1-1-1--l- .. ... ..... !i-- � I STUDS AND 2pcs 2 X4 SPF No.2 I . . : � I� ___ . . o.2 JACK STUDS AND PLANS AND WINDOW/DOOR 00 � t il�_. 1 __ _- .: "'.. % . I i . ,.- ; I 5 i ...- : �%._.11,... .. �STRUCTURAL .!�........... ; ADD 1pc SIMPSON H2.5 UPLIFT i...........� ,-'I I s i . . ... 1. . - .. _......... : FULL HEIGHT STUDS, EACH SID E I 1 MAIN ELECT. . . �! 1. (w E '� : .. '' ., i . . _/ i i 11 i . ". .. . o.2 FULL HEIGHT QUIREMENTS . ; .: . . I - . I � . I i PANEL - w I : ./-�: I I ; x ADD INTERIOR-"/ , . .... ...,:... ....MULLS . .... i�' -1 . ADD 1pc SIMPSON MSTA24 :. . : I . . 11 I I � '. � . e R . - , . .. - . , r . � . All - . - � . I I SHEARWALL \ . I 'I STRAP EACH SIDE OF . . 1 N 1 . 11 --"..:,:*:_,.`.�,�.......,::.......-.._,:.-1 ... PENING I I I . . ; ; 11 ... .. . � * BOTTOM OF THESE STUDS )0 CHRISTOPHER C.KATHE FL P.E.3W . I I I . i .� THIS SIDE \ '. :�� ::::: , �:�: :*:�- 1...... ' . I I � . T11--1 11--11- .17 . : I........ i -_1-Ir'-I— _,_ -i SHALL REMAIN "AS-IS". DIMENSIONS. NOMINAL . 1. . . 1 . . . � . . . � . . . o.....I......... ....777 . � . . p . -1- . �=.......z-111 I 1__� : i.....i....I--� i i : q . w : i . A : ; . I...1...._I ..... ,-.-. I......j - . . : . . 11 11 N i L \-\-- I . . 3'-O" WINDOW HEADER OR // i � , [`....;..............". ..._--11- 11..... .1... : . '. ,.; . I . ,-__-I EYJSnNG - . . . H 2.5 . � � . IMENSIONS SHOWN FOR I 1 I I -f__,_I.i__�,�_ -1 - ......1. t_- ..... ...... 1-1-1.11 ....F.I.,...= .1 ....I.I.-...� . It : . ii . . I r."111- � I 7 � I .1 4- ; 1____ DOOR .1...I-. 2pcs SIMPSON MSTA24 i . . . . . � I I --li . RTED ENTRY ROOF. - . , ' '11111-11. GENERAL LAYOUT. � ?...._... . . , ', i_ . I . 1. � . . . . to CDX PLYWOOD . I - . . . . 1__iE STRAP EACH SIDE OF - DRILL AND . EPDXY . INSTALL I/ � SEE ARCHITECTURAL SECTION 2/5.1 (--) 2 . ,� . \ . -- . I q &.... . . I � . . . 1. .1. � i INTERIOR SHEARWALL SHEATHING _\ . FRAME-IN - XISTINC 6'-4" WINDOW HEADER r=, I i p I I . : ___ i__ - I . 1 1/2"Ox8" THREADED R' Do w/ 1 11-�, . � I � - � I Q : - / � INSTALL 1%6" TONGUE AND GROOVE N , -� �- . *\ ., \- EXISTING 2"x4" . : . I i : DED/EXISTING 2"x4" STUDS - / .�DOOR OP,E-INING w/ FRAMING NOTE: GENERAL I �.�P, .1 � . . . . N .1... to . 51/2" MINIMUM EMBEDMEN 1, � / / . ROOF DECKING/CEILING DIAPHRAGM. . . � I . I i I . I , : I / / � 2 x4" SPP7�No.2 CONTRACTOR TO COORDINATE I . . DOUBLE TOP PLATE � . .� . , , I / 3: .---' I . .. ; �, I . W/ 2"x2"xl/8' PLATE WASHER I t-- . � i � / m / UDS @[ 8" D.C. LOCATION OF FRAMING MEMBERS � . \ . L5 I : - SEE I I - i � ; / �__ �_ - . : L I WITH HVAC DUCT WORK AND /)s TO EXISTING 8" CMU STEMWALL / R � 1 !"- EXISTING 2"X4" _\ HEADER, .J �, FLORIDA SEAL 11 '6/)!S ; . 1. I � ADD 1pc SIMPSON HTT22 --\ r STUDS A I I I / / XISTING ! UNDATION I . -1- SCHEDULE ANC '- � . I BELOW. MAINTAIN 24" D.0 . \ . . \- 2pcs FULL HEIGHT / \ / .. to ELECTRICAL FIXTURE LOCATIONS. I . . I . . TENSION TIE EACH END / .��:70 REMAIN: "AS-Is . I I � , . -BETWEEN - ISTING ; . PLANS REVISIONS: DATE: . ---,, .- . I I 2"x4" SPF NO.2 . - SPACING IN Ek � 6 OF SHEARWALL SEGMENT �___ ADD 2"x4" SPF NO.2 STUDS I I BUILDING PERMIT ISSUE 10/15/201 � � ; �__ i I . i_- I : i STUDS EACH SIDE . t........- ANCHOR BOLTS. SEE DETAI� 3/8.3 : i---- . . ; I . : : . 8.3 FRAMING (TYPICAL) \ . � _ r-- i . I : ; 1 ALL DRILLED AND EPDXIED THREADED AS REQUIRED TO MAINTAIN w i__1 ;---I I . z I � i : I OF NEW/MODIFIED . 2 2 w . . . . : . r- .L_ 11 . : p I . I -.1 . c*14 N . �- r.1-71 ��.5 � STUDS SHALL BE INSTALLED 8" O.C. SPACING . WINDOW OPENING, . I p q I REFRAME EXISTING WINDOW dPENING . I � NEWWINDOW NEWWINDOW , ' .- _ . . I : I I i GARAGE x �.......- . i ; li ; �_. : x IN EXISTING IN EXISTNG � WITH SIMPSON STRONG-TIE "SET" I I . i - � . MINIMUM. SEE ; : i � : - ii : i- - '� W/ No.2 JACK : \ \ i I _N OPENING OPENING -04 :1 ........ EFRAM E It X1 STI N G WINDOW OPENING 11 I : ; i � p TWO COMPONENT EPDXY ADHESIVE FRAMING PLAN i I . : ...... . p . I E2 I i j : . ..... / ? I I STUDS AND 2pcs 2%4" SOF No.2 1 1 - LOCATION LOCATION ' � � 2pcs ; 'x4" SPF No.2 JACK OR EQUAL. INSTALLATION SHALL I DATE: . . ; N N � : DRAWN BY: . : . p I-' 1__� � L_ I . i FULL HEIGHT STUDS, EACH SIDE . ! � I \ . -STUDS ARE ,�- ROUGH CCK 10/1001 . - .I.....I'll, 11.11-1-1-11...... 11...................I----........I......-... .....I.......I........�..............�......�.11. --.-I..........--1 i i . . 2pcs 'I"x4" SPF No.2 BE IN ACCORDANCE WITH THE 1pc SIMPSON HTT22 -\ I �, . .."....- ........ 11 : i . . I . I . I I i . . I - . � i � ; . . LFJLL HEIGHT STUDS, EACH SIDE MANUFACTURERS INSTRUCTIONS. HOLD DOWN EACH OPENING I \- 2pcs 2%4" SPF NO.2 � A I / I / :L-- !_, I � . EXISTING 2% �" !STUDS. . I - 11 APPROVED BY: -7-1.1"."""'."".� . : ; ! -"*, CRIPPLE STUDS EACH . / I....I'll., ____ END OF SHEARWALL I : i I I CCK : . i ; i / EXISTING [2- 'x4'p STUDS. SEE I : : . . ADD 2%4" SPF NO.21, STUDS / . I SEGMENT TO EXISTING - 11 SIDE OF 3'-l" OPENING. I : / N p RES: / . I I ; � / TURALS � I ARCHITEC - : ! AS REQUIRED TO MAINTAIN ; / . /,W_�___�D D 2 to x - I I "NO. : I ; : I � I I i : +I-'-' STEMWALL BELOW \ � / . � / i........� . I i ; . ?111 . � I I , I .1 � . I Ll- :i : / . I : - . � : I i. "' 0.C. $PACING . . . � 110 / i / ;1_11.1-1 �� ; ..... , 4 : . . I to . i : / 5 1 � �'' SCALE = ip-opt � ADD 1pc SIMPSON HZ5 CLIP I L...... : 1/4 RENOVATION TO RESIDENCE / I I - w .?O / � � : I 1 (3. 1 r- DD 1pc -SMPSON H2.5 -F- 1 1111 . i . : � EIO-037 . / . il-I -D TO MAINTAIN i . 1 +28.8 PSF -35.2 PSF � S REQUp-_ i 8" D.C. SPACING ; / : FIRST LEVEL SHEARWALL FRAMING PLAN I / . I I � R / I I : ; 11 _,__�/ i 8.5 : 1 Al . :;� I I i - 3 0 NEW OVERHEAD GRAGE DOOR " 'T EACH TUD TO TOP AND 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ 3 C, ! i / SW-1 SW-1 11 MR. AND MRS. BOTTOM PLATE 0 116" D.C. I / IN REFRAMED OPENING It :i I i 11 : ! � . i 9 �--""�,�,;,_:,_��,-'-,��,-�-�--��-=,�=--=��,�, __=��_:_=__= �_:__,._:__ :� OTTOM P 'ATE 0 16 D.C. DBL 2"x6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS �,1' � i _/ ___�___�___�==�==�==�==�==� I . i � � [.�. RICHARD HASTIN, . ==�==------===7w,.==_:7_d7,==_7_77=7777-:7..-.----....-.., z I . I m i H 2.5 . 1 ...I.......1-11-......�...,1-1.1.1.....I......�......................�..........-.........�...�.................. t_ @ 1 i _� 6" D.C., AND 2"x6" P.T. SYP No.2 BOTTOM PLATE, U.N.O. FRAMING AND STRAPPING AT TYPICAL I � �__._i I I , , . I I 11 I " : _4a�_____-1-___11___1_1_______- I-------_--------_-_--_- _______1__ - j"-j ,- 2) ALL NEW HEADER BEAMS SHALL BE SYP No.2 OR EQUAL. NOTE: 1923 BEACH AVENUE . . i ADD 1pc SIMPSOWIHTT22 ' i 2x6 (3)1.75"x11.25" 2.OE I , DD 1pcf-SMPSON HTT22 I x '� I FASTEN THE H2.5 w/ ' � I \_1',___, I 11� NEWZMODIFIED EXTERIOR WINDOW OPENING ! i ......�, �' " ,' - " : ; � SW-2 S .- ,1.......-i� ', EACH Slf)-� OF REFRAMED A : � I EACH SIDE OF REF�AMED ____ MICROLAM LVL I - -11111-1�"I, , , _ INDICATES TIMBER FRAMED INDICATES 1 pc SIMPSON HTT22 ATLANTIC BEACH, FLORIDA i I ; � � ,",", _" ' 17/3727/1 � ' ' , . I � � q : ...... - GARAGE' DOOR I . ; p �__, H 10-8dxl 1/2 to I � j OVER I i .1..........[11.1-- I LXILRIOR WALL . i I I I . x INDICATES 1pc SIMPSON HTS24 COMMON WIRE NAILS AT RENOVATED GARA I � I � . . w . � _-A OPENING, SEE DETAIL 2/�5.3 : i I OPEN , SEE DETAIL 2/8-3 , : . INDICATES TIMBER FRAMED . : I . : 1- \ . . . I . : R�� OR 1pc SIMPSON MSTA24 STRAP FIRST LEVEL WALL -,, : NOTE: SPLICE 11.25"d 2.OE . ..........� I \V . . . . . . . . __ . . . . _'N� I" . . . I I IN I LKIOR WALL : ...........I . I . , r6 I , ME GARAGE END WALL . . i REFRAME EXISTING OVERHEAD GARAGE "- --- - ,-,-:: ; MULTI-PLY MICROLAM LVL FLOOF . _. I' ll " DETAIL FIRMING PLAN � . q , I \ I � .*-* - * - - - - ' ' - � i * , * I I I � I C ' I __ - I I"I N D _ " 0 E ___7' ' , _ ) 2__ ' " _ __ _ A __ -- -41 - -- � FSJV;�Z---i _ I AiW_ i�ii�" -�s� I .. _6__ to 7 2- xi rc2,( - � I _ ._ : 11 \ I _! I ' _' i 1-_ ' 6 "' j VMAOX'.-[M I'lN \- "' all I. , , , __ __ � a) 1 -4-- & 11' N��Bl __� lr7\ Z, F"�,0�� t5- - - - I "j � , L_ /r --o-k-P, - - W/ ' HTS2 C�K / - - , L. --4. -- . - .. I 1� 11 v IN -<,.,.' " I t . = ........4 11 __ ,, , I p I % , � I -10d COMMON � ==� INDICATES HEADER BEAM w/ 18 . ; : � , , I DOOR OPENING w/ 2pcs 2"x6" SPF No-2 . BEAMS TOGETHER w/ 5 ROWS . : , I'll 2 x6" SPF No.2 STUDS . ; i � , I I � ; " - 1 . : �....:1-1--A I'll LS 1�,,�.3 SCALE: 1/2" = ly-011 � . . I I-1- ' '' WIRE NAI t �t ,. . I I i : .�. -_ "` I i . I I s 2"x6" SPF No.2 . 16d COMMON WIRE NAILS 0 12" 1 @ 12" D.C., EACH SIDE 77.-.� INDICATES 1%6" TONGUE I I " �:�.'...�-.:---.� i . . : ... . . . . � .... '. � D.C., EACH LAYER ; 11'.'- ,. � . .-1 FULL HEIGHT STUDS, EACH SIDE . I AND GROOVE CEILING DIAPHRAGM : I I I � . ; . . : I i . I : . i i . I i 8m3 . . i . . ___ I WILLIAM LIEU 1pc SIMPSON A35 TOP AND ARCHITECT INC. BOTTOM, EACH SIDE. FASTEN w/ 12-8d x V/2" NAILS. u 2742 HERSCHEL STREET 1pc SIMPSON SPH4/SPH6 JACKSONVILLE, FLORIDA EXTERIOR 0 STUD PLATE TIE 389-5456 FL. CORP. A f-7777"7771 ATEACH STUD SPH4ZSPH6 (TYPICAL) A35 2"x4"/2"x6" SYP.NO.2 DOUBLE CHRISTOPHER C. KATI INTERIOR TOP PLATE. FASTEN TOGETHER /3pcs 2%4" SYP No.2 JACK STUDS w/ 10d COMMON WIRE NAILS CONSULTING STRUCTUIF @ 16" O.C. PROVIDE 3-10d INSTALL 2pcs SIMPSON CS16 ADD 2pcs SIMPSON MSTA24 SPLICE TOGETHER wl 2 ROWS 12d 420 OSCEOLA AVENUE COMMON WIRE NAILS EACH INSTALL 2pcs SIMPSON CS16 COIL STRAPS FROM EXISTING FLAT STRAPS FROM EXISTING COMMON WIRE NAILS 0 12" O.C., JACKSONVILLE BEACH, F EACH LAYER SIDE OF SPLICE (TYPICAL) COIL STRAPS FROM CORNER WALL FRAMING TO WALL HEADERBEAM TO WALL (808)2174707 COLUMN FRAMING TO WALL FRAMING BELOW (TYPICAL) FRAMING BELOW (TYPICAL) FL P.E. 36820 FRAMING BELOW (TYPICAL) ............ VERTICAL STRUCTURAL MULL 2"x4"/2"x6" SPF NO.2 ROOF BROW STUDS 0 16" O.C., EXISTING COVERED AT BATH AND BEDROOM SEE FLOOR PLAN .................... .... ....... PORCH FRAMING TO FRAME NEW COVERED STAIR DETAIL REAMIN "AS-IS" CORNER ROOF COLUMNS w/ ............................................ ........................................ ............. 2pcs 2"x6" SPF No.2 JACK STUD �.4 SCALE: 114" 1'-0" L 2 81' FRAME NEW DOOR OPENINGS AND 2pcs 2%6" SPF No.2 FUL (2) W/ HEIGHT STUDS, EACH SIDE. 1pc SIMPSON A35 TOP AND 2pcs 2%4" SPF No.2 JACK STUD BOTTOM, EACH SIDE. FASTEN DOUBLE TOP PLATE FASTENING AND 3pc s 2"x4" SPF No.2 FUL�, ` `STALL ��s SIMPSON CS16 w/ 12-8d x 11/2" NAILS. JN 2 ................... ........................... HEIGHT STUDS, EACH SIDE. -co D E TA I L INSTALL 1%6" TONGUE AND 5- x ............. x COIL STRA !S EACH END OF EXTERIOR x C E ........... SHEARWALL ' SEGMENT TO WALL COVERED PORCH SCALE: NTS GROOVE CEILING DIAPHRAGM. FRAMING 13 LOW (TYPICAL) .............. ............. ............ INSTALL 2pcs SIMPSON MSTA24 OPEN OALCONY FLAT STRAPS FROM NEW ROOF INTERIOR It 23 3pcs 2%6" SPF No.2 JACK STUDS HEADER BEAM TO CORNER COLUMN (2)2z X8 FRAMENE I WINDOW OPENING w/ ......................................... FRAMING BELOW (TYPICAL) ............................... (2)2"xl 2" x 1 2-i" (2)2"xl 2" SPLICE TOGETHER w/ 2 ROWS 12d 1pc 7-7- ....... ... 2%4" PF No.2 JACK STUD COMMON WIRE NAILS 0 12" O.C. 00 AND 2pcs x4" SPF No.2 FULL EACH LAYER ... ....... . 1 x �.4 HEIGHT ST IDS, EACH SIDE. BLOCKING AT ALL MaIA24 04 Z2%4 C14 VERTICAL STRUCTURAL MULL HORIZONTAL JOINTS IN FRAME-IN XISTING WINDOW EXISTING FIREPLACE WALL SHEATHING 2%4" SPF No.2 ---------------',,,� 2pcs SIMPSON CS16 STRAPS, AT FRONT BEDROOMS OPENINGS CHIMNEY TO REAMIN FRAME NEW WINDOW OPENING ROOF BELOW 40" LONG, MINIMUM D "AS-Is STUDS @ E O.C. EXISTING w/ 1pc 2"x4" SPF No.2 JACK r2 ETAIL STUD AND 2pcs 2%4" SPF No.2 HEADER S-�LL REMAIN x MASTERBEDROOM Olt 2%4" EXTERIOR WALL FRAMING x FULL HEIGHT STUDS, EACH SIDE '$AS-ISPF -�4 SCALE: 1 1'- FRAME NE WINDOW OPENING W/ 2pcs SIMPSON SPH4 ADD 1/2" CDX PLYWOOD INTERIOR REFASTEN EXISTING WALL ATEACH END OF WALL S 2 HEATHING. FASTEN w/ 8d 1pc x4l) PF No.2 JACK STUD INFILL----F-RAMIN-G--A T o SHEATHING w/ 8d COMMON WIRE FRAME NEW INTERIORIi SHEARWALL SEGMENT COMMON WIRE NAILS @ 3" O.C. x4" SPF No.2 FULL 00 AND 2pcs DOUBLE TOP PLATE NAILS @ 3 O.C. EDGES AND EXISTING WALLS w/ :00 x X ; PARTITIONS EDGES AND 6" O.C. FIELD ff HEIGHT STUIDS, EACH SIDE. 2%4" SPF No.2 6" O.C. FIELD (TYPICAL) 04 2%4" SPF o. STUDS @ 12" O.C. C-4 EXISTING EXTERIOR WALL SHEATING. EXISTING 'x6" POST. ADD INFILL FRAMING AT EXISTING STUDS @ 1 , " 0. REFASTEN w/ 8d COMMON WIRE (2)HTS24 2pes SIMP ON MSTA24 FLAT WALLS w/ 2%4" SPF No.2 H ----S-TRAPS-__, P AND BOTTOM MSTA24 SPH4 6" O.C. FIELD (TYPICAL) STUDS @ 12" O.C. D IN _�ISTING DOOR OPENING REFRAME E SHEARWALL ................. -2%4" SPF NO.2 STUDS :-P 4 FRAME NEW WINDOW OPENING THIS SIDE x SPF No.2 JACK STUD w/ 1pc 2 FIRST SHEARWALL STUD @ 12"/16" O.C., SEE .................. 6 : W/ 1pc 2%4" SPF No.2 JACK AN[ 00 FASTENED TO EXTERIOR 2pcs x4" SPF No.2 FULL PLAN CL9SET PASS HEIGHT STUIDS, EACH SIDE. WALL FRAMING W/ 16d STUD AND 2pcs 2%4" SPF No.2 BATH BALCONY 1 1 1 C14 COMMON WIRE NAILS DOUBLE STUD EACH END FULL HEIGHT STUDS, EACH SIDE ............. C14 OF SHEARWALL ADD 2pcs 5IMPSON CS16 0 8" O.C. EACH SIDE ............................ COIL STRAPS EACH END OF A A EXTERIOR W) ............ \LL FRAME NEW WINDOW OPENING FRAMING AND SHEARWALL! SEGMENT (TYPICAL) ............ w/ 2pcs 2"x4" SPF No.2 JACK SHEATHING .......... .......... STUDS AND 2pcs 2%4" SPF No.2 (2)2%8" REFASTEN EXISTING WALL 1pc S PSON HTS�4 ................. TWISTED STRAP (2� 24 FULL HEIGHT STUDS, EACH SIDE �,Ts STAIRHkL i SHEATHING w/ 8d COMMON WIRE SECTION A-A @ 32" C.1 tHEARWALLI NEW INTERIOR EXISTI .......................... NAILS @ 3" O.C. EDGES AND NG 2"x4" SYP NO.2 CL ET ......... 11c k11_7,111 f : ; ; : 8 , PARTITIONS w/ ............. 3pcs 2%4" SYP NO.2 BATH 6" O.C. FIELD (TYPICAL) BOTTOM PLATE .................................................... 2 x4" SPF No.2 MULL STUDS, SEE REFRAME EXISTING WINDOW OPENING DETAIL 1/8.4 FRANI� NEW INTERIOR STU D S @ 16 0.C. EXISTING 2%8" FLOOR 00 w/ 1pc 2%4" SPF No.2 JACK STUD x PARTITIONS w/ JOIST/RIM BOARD ............... ............................... AND 2pcs 2%4" SPF No.2 FULL BEDROOM 'C14 2%4" SPF No.2 EXISTING 6"x6" HEIGHT STUDS, EACH SIDE. C4 1 S�61DS @ 16" C. EXISTING FLOOR GIRDER FRAME NEW WINDOW OPENING 111-11 _-_,_-J "I 2pcs SIMPSON HTS24 EXISTING 2%8" SYP No.2 MECH FOUNDATION WALL FRAME-IN EXISTING WINDOW W/ 1pc 2%4" SPF No.2 JACK 2"x4" SYP NO.2 TWISTED STRAPS AT EACH FLOOR JOISTS UNDER OPENING w/ 2%4" SPF No.2 END OF SHEARWALL INTERIOR SHEARWALL HTS24 EXISTING 8"dx`16" w LL STUDS, SEE STUD AND 2pcs 2%4" SPF No.2 STUDS @ FULL HEIGHT STUDS, EACH SIDE 'ET DETAIL 1/8.4 FLOOR JOISTS BELOW TOIL x 8" O.C. EXISTING SEGMENT TO EXISTING CONCRETE FOOTING ........ 1 HEADER SHALL REMAIN p (2)2%8" (TY ICAL ",,2 LOCATIONS) INTERIOR SHEARWALL "SW-2" "AS-IS". ............... ADD SIMPSON MSTA24 FLAT OVER EXISTING INTERIOR FLOOR FRAMING HORIZONTAL STRAPS xx (2)MSTA 41 cm (2)2%10" @ 32 O.C., VERTICALLY ADD INTERIOR�>�� .......... DETAIL ING AT FRAME NEW WINDOW THIS SIDE FILL FRIAM FASTEN NEW WALLFRAMING WINDOW EXISTING WALL FRAMING N OTE: SEE ARCHITECTURAL .�4 SCALE: N.T.S. W/ OPENING w/ 1pc 2%4" FASTEN NEW WALLFRAMING TO EXISTING WALLS w/ SEAT PLANS AND WINDOW/DOOR V20x6" HEX HEAD _AG EXISTING WALL FRAMING W/ 2%4" SPF No.2 SPF No.2 JACK STUD AND MANUFACTURERS REQUIREMENTS BEDROOM PASSAG 00 1/2Ox6" HEX HEAD LAG STUDS 6 12 0.C. 3pcs 2"x4" SPF No.2 FULL SCREWS w/ 2"0 WASHERS x FOR ACTUAL ROUGH OPENING HEIGHT STUDS, EACH SIDE. ISTOMER C.KATHE 00 SCREWS w/ 2"0 WASHEkS x 04 @ 32" O.C., VERTIC4LLY DIMENSIONS. NOMINAL I V FRAME NEW DOOR O�ENING C14 ROOF BROW DIMENSIONS SHOWN FOR NO @ 32" O.C., VERTICALLY w/ 1pc 2"x4" SPF� No.2 JACI STUD ADD 1pc SIMPSON H2.5 GENERAL LAYOUT. 3pcs 2%6" 'SPF NO.2 ADD SIMPSON SPH4 AND 2pcs 2%4 SPF CLIP AT BOTTOM OF FULL SPF 3pcs 2"X6" SIDE. MULL STUDS, SEE STUD PLATE TIES AT HEIGHT STjUD$-EZ' THESE STUDS MULL STUDS, SEE DETAIL 2/8.4 STUDS INDICATED CAB DETAIL 2/8.4 FRAMING NOTE: GENERAL (TYPICAL 3 LOCATIONS) .............................. H 2.5 CONTRACTOR TO COORDINATE U) STRAP EACH SIDE OF FLORIDA SEAL '7 (TYPICAL 3 LOCATIONS) x LOCATION OF FRAMING MEMBERS 2pcs SIMPSON MSTA24 NOTE: SPLICE ALL MULTI-PLY WITH HVAC DUCT WORK AND ........... :co INSTALL 2pcs SIMPSON CS16 ELECTRICAL FIXTURE LOCATIONS. 5'-4" DOOR HEADER \_ 2"x4" SYP NO.2 X x HEADERS TOGETHER wl 4 REVISIONS: FLAT STRAPS EACH END OF ........... VESTIBULE ROWS 12d COMMON WIRE NAILS DOUBLE TOP PLATE BUILDING PERMIT ISSUE SHEARWALL SEGMENT TO WALL @ 12" O.C., EACH LAYER ............ ALL DRILLED AND EPDXIED THREADED FRAMING BELOW (TYPICAL) I (n 5 �HEADER, SEE STUDS SHALL BE INSTALLED .................... FLOOR PLANS 1/- lpc SIMPSON CS16 COIL WITH SIMPSON STRONG-TIE "SET" 1pc SIMPSON CS16 COIL STRAP @ 32" O.C. TO WALL TWO COMPONENT EPDXY ADHESIVE STRAP @ 32" O.C. TO WALL DRAWN BY- OR EQUAL. INSTALLATION SHALL FRAMING BELOW SPH4 3pcs 2"x4" SPF NO.2 (TYPICAL) BE IN ACCORDANCE WITH THE CCK FRAMING BELOW (TYPICAL) FULL HEIGHT STUDS MANUFACTURERS INSTRUCTIONS. 00 BATH APPROVED BY: x NOTE: EACH SIDE OF NEW PPROOM CCK 5-4" DOOR OPENING FASTEN THE H2.5 w/ x JOB NO. INSTALL 1pc SIMPSON SPH6 10-8d x1 1/2 ROUGH \- 2pcs 2%4" SPF NO.2 EIO-037 "DIJ, .00 SECOND LEVEL SHEARWALL FRAMING PLAN UPLIFT CONNECTOR FROM DOUBLE COMMON WIRE NAILS OPENING A TOP PLATE TO STUDS @ 16" O.C, ! n ...................... C4 CRIPPLE STUDS EACH : 1/4" 1'-0" RENOVATION TO REII SCALE SEE SIDE OF NEW 5'-4" SEE DETAIL X/8.4 (TYPICAL) x. if FASTEN THE SPH4 w/ ARCHITECTURALS DOOR OPENING. x 10-8d COMMON WIRE 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ MR. AND MR (3)2%8" -_------- NAILS - 2pcs SIMPSON CS16 .. --.-__7_ 11 R DBL 2%6" SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS ........... RICHARD Hfi COIL STRAPS EACH x @ 16" O.C., AND 2%6" P.T. SYP No.2 BOTTOM PLATE, U.N.O. FASTEN THE MSTA24 -:31 END OF SHEARWALL (2-) ISW 2) ALL. NEW HEADER BEAMS SHALL BE SYP No.2 OR EQUAL. 1923 BEACH AVENUE SPH4/SPH6 IV - ------------- 24 --__--__11 I-- 11-11,__'A w/ 18-10d COMMON SEGMENT TO EXISTING ATLANTIC BEACH, F1 INSTALL 2pcs SIMPSON CS16 3pcs 2%6" SPF NO.2 INDICATES TIMBER FRAMED A INDICATES 1pc SIMPSON HTT22 WIRE NAILS WALL FRAMING BELOW FLAT STRAPS EACH END OF MULL STUDS, SEE EXTERIOR WALL x INDICATES 1pc SIMPSON HTS24 SHEARWALL SEGMENT TO WALL DETAIL 2/8.4 INDICATES TIMBER FRAMED OR 1pc SIMPSON MSTA24 STRAP FASTEN THE CS1 6 w/ FRAMING AND STRAPPING AT MASTER SECOND LEVEL WAL FRAMING BELOW (TYPICAL) (TYPICAL 3 LOCATIONS) INTERIOR WALL OR 1pc SIMPSON CS16 STRAP 22-10d COMMON WIRE BEDROOM NEW EXTERIOR DOOR OPENING FRAMING PLAN INDICATES HEADER BEAM NAILS INDICATES 1%6" TONGUE TT ROOF BELO�W :x: 11 P AND GROOVE CEILING DIAPHRAGM r5 DETAIL 1,,�.�4 SCALE: 1/2" = V-0" 8m4 CONVENTIONAL ROOF FRAMING: Y " STURDI-FLOOR PLYWOOD ROOF SHEATHING. 00 4 W RAFTER DESIGN DEAD LOAD = 10 psf 00 FASTEN TO RAFTERS w/ 10d RING SHANK COMMON 00 WILLIAM LI RAFTER DESIGN LIVE LOAD = 20 psf 0 WIRE NAILS @ 3" D.C. EDGES AND 6" D.C. FIELD 00 ARCHITECT M 2"x10" SYP NO.2 RAFTERS @ 24" D.C., RIP DOWN FROM V2" CDX PLYWOOD ROOF SHEATHING, 914" TO 7/4" AT EXTERIOR EDGE. SEE ROOF FRAMING PLAN 2742 HERSCHEL STF FASTEN w/ 8d COMMON WIRE RING SHANK EXISTING 1"x-" ROOF DECKING. REFASTEN TO RAFTERS w/ 2-10d JACKSONVILLE, FLO NAILS @ 3" D.C. EDGES AND 6" D.C. FIELD. 1pc SIMPSON MTS12 TWISTED STRAP RING SHANK COMMON WIRE NAILS AT EACH RAFTER INTERSECTION 389-5456 FL. COF FROM EACH RAFTER TO DOUBLE TOP PLATE 2"x6" SYP NO.2 RAFTERS 0 24" D.C., SEE ROOF FRAMING PLAN EXISTING RAFTERS, SEE ROOF FRAMING PLAN 12 .......... . .... .... .......... .......... ARCHITECTURAL ASPHALT SHINGLES ON ROOF TOP GUARD 11 .......... INSTALL 6pcs-16d TOENAILS EACH 12 CHRISTOPHER C. I MTS12 RAFTER TO DOUBLE TOP PLATE ARCHITECTURAL ASPHALT SHINGLES ON ROOF TOP GUARDII ao 4 UNDERLAYMENT AS PER ARCHITECTURAL PLANS MTS1 2 14 UNDERLAYMENT AS PER ARCHITECTURAL PLANS CONSULTING STRU( 2"x8" SYP No.2 CEILING JOISTS @ 24" D.C. SPLICE FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS EXISTING CEILING JOISTS. REFASTEN TO EXISTING 420 OSCEOLA AVENI ---------- TO RAFTER w/ 8-12d COMMON WIRE NAILS, EACH END 1/2 GYPSUM RAFTER w/ 8-12d COMMON WIRE NAILS, EACH END JACKSONVILLE BEAI 2"x8" SYP No.2 RIM BOARD 2pcs SIMPSON MTS12 TWISTED STRAPS DRYWALL CEILING ADD 2pcs SIMPSON H2.5 CLIPS FROM EACH FROM EACH RAFTER TO DOUBLE TOP PLATE FASTEN w/ 4-12d NAILS INTO (808)2174707 EACH RAFTER EXISTING RAFTER TO DOUBLE TOP PLATE FL P.E. 36820 INSTALL 6pcs-16d TOENAILS EACH 1pc SIMPSON SPH6 STUD PLATE TIE AT EACH -INSTALL 6pcs-16d TOENAILS EACH EXISTING RAFTER TO DOUBLE TOP PLATE STUD 0 16" D.C. RAFTER TO DOUBLE TOP PLATE (2)2"x6" SYP No.2 TOP PLATE. FASCIA AND SOFFIT AS PER (TYPICAL) FASCIA AND SOFFIT AS PER .................. ............................................... .............. ...................... .................... ARCHITECTURAL PLANS ...................... ............................. ................. SPLICE TOGETHER w/ 2 ROWS 10d ARCHITECTURAL PLANS SPH6 COMMON WIRE NAILS @ 16" D.C. 1"x4" SYP No.2 LATERAL 1pc SIMPSON SPH6 STUD V2 GYPSUM i 2 x6 SYP No.2 SUB-FASCIA ADD 1"x4" SYP No.2 EXISTING 2"x6" SYP SUB-FASCIA BRACES @ 48" D.C. PLATE TIE AT EACH DRYWALL CEILING FASTEN w/ 3-12d NAILS INTO LATERAL BRACES 0 48" D.C. -12d NAILS INTO FASTEN w/ 2pcs 10d STUD @ 16" D.C. REFASTEN w/ 3 RAFTER AND BLOCKING 1/2" CDX PLYWOOD WALL SHEATHING I RAFTER AND NEW BLOCKING COMMON WIRE NAILS (TYPICAL) FASTENED w/ 8d COMMON WIRE FASTEN w/ 2pcs 10d ADD 1pc SIMPSON H2.5 COMMON WIRE NAILS CLIP AT EACH STUD TO AT EACH CEILING 1/2" GYPSUM DRYWALL NAILS @ 3" D.C. EDGES AND 2"x4" SYP NO.2 AT EACH CEILING TOP PLATE 0 16" D.C. 6" D.C. FIELD. EXTEND PLYWOOD JOIST INTERSTECTION ADD 2"x4" SYP NO.2 JOIST INTERSTECTION BLOCKING @ 24" D.C. BLOCKING @ 24" D.C. z WALL SHEATHING TO BOTTOM OF z (2)2"x6" SYP No.2 TOP PLATE. EXISTING 6"x6" FLOOR GIRDER F= BRACE TOPS OF CEILING JOISTS w/ U) EXISTING (2)2"x4" SYP No.2 TOP x THER w/ 2 ROWS 10d 00 SPLICE TOGE 1"x4" SYP No.2 LATERAL BRACING BRACE TOPS OF EXISTING CEILING JOISTS PLATE. SPLICE TOGETHER w/ COMMON WIRE NAILS 0 16" D.C. 2 x6" SPF No.2 @ 48" D.C. FASTEN w/ 2pcs 10d SPH6 L) STUDS @ 16" D.C. w/ 1"x4" SYP No.2 LATERAL BRACING 2 ROWS 10d COMMON COMMON WIRE NAILS AT EACH "Oe 0 48" D.C. FASTEN w/ 2pcs 10d COMMON WIRE NAILS @ 12" D.C. CEILING JOIST INTERSTECTION 1/2" CDX PLYWOOD WALL SHEATHING WIRE NAILS AT EACH CEILING JOIST FASTENED w/ 8d COMMON WIRE ADD 1pc SIMPSON H2.5 CEDAR SHINGLES AS PER i 0 INTERSTECTION ,----CEDAR SHINGLES AS PER NAILS @ 3" D.C. EDGES AND CLIP AT EACH STUD TO ARCHITECTURAL PLANS z ARCHITECTURAL PLANS < '/2" GYPSUM DRYWALL h.. 6" D.C. FIELD BOTTOM PLATE @ 16" D.C. < H2.5 LL_ ADD 1pc SIMPSON H2.5 NEW CDX PLYWOOD WALL FLOOR SYSTEM DESIGN CRITERIA: 2"x6" SYP No.2 BOTTOM PLATE '/2" GYPSUM DRYWALL I 2"x6" SPF No.2 0 STUDS @ 16" D.C. SHEATHING OVER EXISTING > > FLOOR LIVE LOAD 40psf 1"x8" DIAGONAL WALL FLOOR JOIST TO 6"x6" FLOOR GIRDER Of STAINLESS STEEL CLIP AT EACH FASTEN w/ 2 ROWS 12d COMMON FLOOR DEAD LOAD 20psf WIRE NAILS @ 12" D.C. SHEATHING. FASTEN w/ EXISTING SUB-FLOOR DECKING: 1,,_--CEDAR SHINGLES AS PER 8d COMMON WIRE NAILS //-ADD 1pc SIMPSON MSTA24 STURDI-FLOOR SUB FLOOR ARCHITECTURAL PLANS EXISTING 2"x8" FLOOR JOISTS EXISTING SUB-FLOOR DECKING @ 3" D.C. EDGES AND LO FLAT STRAP @ 32" D.C. PLYWOOD SHEATHING. GLUE AND ................................... .......... ...................... LO REFASTEN TO FLOOR JOISTS w/ FROM NEW WALL FRAMING 6" D.C. FIELD (TYPICAL) 2-10d COMMON WIRE NAILS AT V "co FASTEN TO WOOD TRUSSES w/ 10d TO 6"x6" FLOOR GIRDER 00 EACH JOIST INTERSECTION COMMON WIRE NAILS 0 4" D.C. ? I 2"x6" SYP No.2 BOTTOM PLATE BELOW (TYPICAL) EDGES AND 6" D.C. FIELD FASTEN w/ 2 ROWS 12d COMMON EXISTING 2"x8" SYP No.2 RIM BOARD ADD 1pc SIMPSON H2.5 r-EXISTING 2"x4" SYP BOTTOM PLATE REFASTEN w/ 2 ROWS 12d COMMON WIRE NAILS @ 12" D.C. EXISTING 6"x6" FLOOR REFASTEN w/ 4-12d NAILS INTO CLIP AT EACH FLOOR JOIST 133/," PRE-ENGINEERED SYSTEM 42 i GIRDER, SEE DETAIL 7/8.5 EACH FLOOR JOIST TO DOUBLE TOP PLATE WIRE NAILS @ 12" D.C. WOOD FLOOR TRUSSES @ 19.2" D.C. P SEE FLOOR FRAMING LAN APPROXIMATE GRADE MSTA24 EXISTING 2"x8" FLOOR JOISTS ADD 1pc SIMPSON CS16 COIL EXISTING 8" BRICK ADD 1pc SIMPSON CS16 COIL f FOUNDATION WALL STRAP x 44" long STRAP x 44" long '04 @ 32" D.C. (TYPICAL) 00 EXISTING 2"x8" SYP No.2 RIM BOARD 4 EXISTING 8"dxl6"w ------- REFASTEN w/ 4-12d NAILS INTO TIING 2"x4" SYP No.2 CONCRETE FOO V2 GYPSUM2 EACH FLOOR JOIST ........... CONTINUOUS DRYWALL CEILING ING (2)2"x4" SYP No.2 TOP 5/8" TYPE Y G.1 SkAII EXISTING (2)2"x4" SYP No.2 TOP TYPICAL WALL SECTION AT KITCHEN MODIFICATION )0 ADD 1pc SIMPSON H2.5 EXIST )0 DRYWALL CEILING PLATE. SPLICE TOGETHER w/ PLATE. SPLICE TOGETHER w/ CLIP AT EACH STUD TO H 2.5 2 ROWS 10d COMMON r3 SECTION TOP PLATE @ 16" D.C. 2 ROWS 10d COMMON WIRE NAILS @ 12" D.C. ADD 1pc SIMPSON H2.5 WIRE NAILS 0 12" D.C. SCALE: 3/499 11-0" CLIP AT EACH STUD TO CEDAR SHINGLES AS PER TOP PLATE @ 16" D.C. EXISTING 2"x4" SYP.NO.2 DOUBLE ARCHITECTURAL PLANS CEDAR SHINGLES AS PER TOP PLATE. REFASTEN TOGETHER ARCHITECTURAL PLANS w/ 10d COMMON WIRE NAILS LL_ BRACE BOTTOM CHORDS OF /-NEW '/2" CDX PLYWOOD WALL @ 12" D.C. PROVIDE 3-10d PRE-ENGINEERED FLOOR TRUSSES ui SHEATHING OVER EXISTING I /-EXISTING 1/2" CDX PLYWOOD > COMMON WIRE NAILS EACH w/ 1"x4" SYP No.2 LATERAL WALL SHEATHING. REFASTEN 1"x8" DIAGONAL WALL U BRACES @ 48" D.C. FASTEN W/ SIDE OF SPLICE (TYPICAL) W/ 8d COMMON WIRE NAILS z SHEATHING. FASTEN w/ 2pcs 10d COMMON WIRE NAILS AT F- 0 3" D.C. EDGES AND 8d COMMON WIRE NAILS EACH TRUSS INTERSTECTION 57< z 6" D.C. FIELD (TYPICAL) 0 3" D.C. EDGES AND F= D.C. FIELD (TYPICAL) 6 '/2" GYPSUM DRYWALL C14 EXISTING 2"x4" STUDS, ADD 2"x4" SPIF NO.2 STUDS 5-< EXISTING 2"x4" STUDS. '/2" GYPSUM DRYWALL I INSTALL '/2" CDX PLYWOOD ADD 2"x4" SPF NO.2 STUDS 4 AS REQUIRED TO MAINTAIN 11-1 INTERIOR SHEARWALL SHEATHING "/�AS REQUIRED TO MAINTAIN 8" D.C. SPACING 8" D.C. SPACING. SEE OVER EXISTING 2"x4" STUDS. 00 ADD 1pc SIMPSON H2.5 FASTEN wl 8d COMMON WIRE CLIP AT EACH STUD T STRUCTURAL SHEET 8.3 0 DRILL AND EPDXY FOR LOCATIONS. _00 NAILS @ 3" D.C. EDGES D.C. I '/,"Ox8" THREADED ROD, w/ AND 6" D.C. FIELD EXISTING/ADDED ADD 1pc SIMPSON H2.5 H2.5 BOTTOM PLATE @ 166" 51/2" MINIMUM EMBEDMENT, EXISTING 2"x4" SYP BOTTOM PLATE STAINLESS STEEL CLIP AT EACH W/ 2"x2"x'/s" PLATE WASHER 2"x4" SPF NO.2 REFASTEN w/ 2 ROWS 12d COMMON ADD 1pc SIMPSON H2.5 STUDS FLOOR JOIST TO 6"x6" FLOOR GIRDER :i TO EXISTI TUD TO NG 8" CMIJ STEMWALL WIRE NAILS 0 12" D.C. CLIP AT EACH S BOTTOM PLATE 0 16" D.C. BELOW. MAINTAIN 24" D.0 EXISTING SUB-FLOOR DECKING ADD 1pc SIMPSON MSTA24 SPACING IN-BETWEEN EXISTING a ANCHOR BOLTS EXISTING 2"x8" FLOOR JOISTS FLAT STRAP @ 32" D.C. EXISTING REINFORCED ................. -- - ------------ TO 6%6" FLOOR GIRDER EXISTING 2"x4" SYP PLATE BELOW (TYPICAL) FROM NEW WALL FRAMING 4" CONCRETE SLAB ON GRADE A 4 x x x EXISTING DOUBLE TOP PLATE REFASTENING a X_*_ EXISTING 2"x8" SYP No.2 RIM BOARD 4 REFASTEN w/ 4-12d NAILS INTO EXISTING 6"x6" FLOOR CHRISTOPHER C.IKATHE APPROXIMATE GRADE GIRDER, SEE DETAIL 7/8.5 EACH FLOOR JOIST APPROXIMATE GRADE DETAIL r4 MSTA24 EXISTING REINFORCED EXISTING 8" BRICK FOUNDATION WALL 8'p CMU STEM WALL z ��.5 SCALE: NTS 00- M H2.5 1pc SIMPSON ADD 1pc SIMPSON SPH6 AT EXISTING 9"dx18"w )2"x6" SYP NO.2 SPH6 @ 32" D.C. V'2 EXISTING 8"dxl6"w (2) FULL HEIGHT STUDS 4 CONCRETE FOOTING TOP PLATE FASTEN w/ 8-8d CONCRETE FOOTING COMMON WIRE NAILS TYPICAL SIDE WALL SECTION AT GARAGE MODIFICATION 3pcs SIMPSON MSTA24- FLORIDA SEAL STRAPS FROM GARAGE DOOR TYPICAL EXISTING WALL SECTION AT MODIFICATION HEADER TO JACK STUDS SECTION REVISIONS: S (2pcs EXTERIOR AND r6 ECTION BUILDING PERMIT ISSUE SCALE: 3/4" 1'-0" 1pc INTERIOR) \_(3) 1.75"x11.25" 2.OE 1\�_5 SCALE: 3/4" 1p-Opf DRILL AND EPDXY '/2"Ox8" THREADED (3)2"x6" SPF No.2---, MICROLAM LVL GARAGE tj 0 ROD, w/ 51/2" MINIMUM EMBEDMENT, wl STUDS AT CORNER. HEADER BEAM L 2" SPH6 2"x2"x1/8" PLATE WASHER TO EXISTING ADD 1pc SIMPSON H2.5 TYPIC7 8" CMU STEMWALL BELOW. MAINTAIN SPECIAL NOTE: CLIP AT EACH STUD TO DRAWN BY: -7 THE EXISTING 6"x6" FLOOR GIRDER 24" D.C. SPACING IN-BETWEEN BOTTOM PLATE 0 16" D.C. CCK FASTENING REQUIRES A SPECIAL fill Ill REFRAME EXISTING DOOR OPENING ADD 1pc SIMPSON MSTA24 EXISTING ANCHOR BOLTS 6-10dxl'/2" STAINLESS STEEL STAINLESS STEEL HOLD DOWN APPROVED BY. w/ 2pcs 2"x6" SPF No.2 JACK COMMON WIRE NAILS INTO TOP FLAT STRAP @ 32" D.C. 51/2" MINIMUM ADD 1pc SIM:DSON HTT22 EACH--\ STUD AND 3pcs 2"x6" SPF No.2 STRAP. ADEQUATE ORDERING FROM NEW WALL FRAMING CCK 6-16d STAINLESS STEEL EMBEDMENT SIDE OF REFRAMED OVERHEAD GARAGE LEAD TIME IS REQUIRED. THE TO 6"x6" FLOOR GIRDER FULL HEIGHT STUDS, EACH SIDE DOOR OPENING. DRILL AND EPDXY COMMON WIRE NAILS INTO SIDE JOB NO. CONTRACTOR MAY SUBSTITUTE A BELOW (TYPICAL) ........................... .......... EXISTING EIO-037 5/8"OxII2" THREADED ROD, w/ FABRICATED 3" wide x 40" long, 2"x4" P.T. SYP NO.2 < 16 t ADD 1pc SIMPSON MSTC40 10" MINIMUN EMBEDMENT INTO 16gauge ASTM 304 STAINLESS STEEL 't EXI STAINLESS STEEL FLAT--\ RENOVATION TO SILL PLATE STING 6"x6" EXISTING 8" CMU STEMWALL BELOW STRAP IN LIEU OF THE SPECIFIED STRAP 0 32" D.C. LOOR GIRDER 2"x6" P.T. SYP NO.2---, SIMPSON MSTC40 STRAP I XI TING 8" BRICK MR. AND N EXISTING DRILL AND EPDXY '/ "Ox4" 81P Cmu SILL PLATE 2 EXISTING 4-P CONCRETE SLAB ROD, FOUNDATION WALL RICHARD I STAINLESS STEEL THREADED REINFORCED [EXISTING 0 _'�,,-EXISTING w/ 2"x2"xl/a" STAINLESS STEEL APPROXIMATE GRADE STEMWALL OVER 16 a, THICKENED SLAB PLATE WASHER INTO EXISTING CONCRETE 4" SLAB ON GRADE 1923 BEACH AVEI EXISTING STEMWALL EDGEATGARAGE CONCRETE FOUNDATION 1�� "� ,, ATLANTIC BEACI- FOUNDATION AND FOUNDATION OPENING. EXISTING 8"dxl6"w A v CONCRETE FOOTING WALL SECTIONS, ADDED DRILLED AND EPDXIED V, "0 THREADED STUDS AT EXISTING GARAGE TYPICAL EXISTING 6"x6" GIRDER FASTENING MSTA24 DETAIL r5--� GARAGE WING WALL ELEVATION DETAIL ").0 SCALE: 3" V-0" �,�.5 SCALE: N.T.S. �.5 SCALE: 3/4$1 11-Opp 8m5 WILLIAM LE 2%6" SPF No.2 ARCHITECT INI '/2"0 ALL—THREAD CONNECTOR STUDS @ 16" O.C. 2736 HERSCHEL STRE ALTERNATE THREADED ROD CONNECTION 11_3NSTEM ROD @ 48" O.C. SEE LAYOUT JACKSONVILLE, FLOR ON SHEETS 8.3, AND 8.4 COUPLER NUT 389-5456 FL.CORF The contractor shall utilize the all—thread connection system as specified as follows: Shearwall All—Thread Connection System 3/4" STURDI—FLOOR SUB FLOOR 3"x3"x1/4" PLATE WASHER PLYWOOD SHEATHING. GLUE AND NUT AND HEX Uplift connectors from the various conventional roof framing and overhead garage The shearwall all—thread uplift connection (SWATC) system. is composed of one '/2" FASTEN TO WOOD FLOOR TRUSSES CHRISTOPHER C. K door framing shall be installed in accordance with the Uplift Connector Schedule. diameter 36 ksi all—thread rod that runs the full vertical height of the wall, w/ 10d COMMON WIRE NAILS (1)2"x6" SYP No-2 BOTTOM PLATE CONSULTING STRUG Tie 1:/,�I penetrating both the top and bottom plates, and grouted with Simpson Strong @ 4" O.C. EDGES; AND 420 OSCEOLA AVENU All—Thread Uplift Connection System High Strength Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill @ 6" O.C. FIELD 2%4" SYP No.2 bit for plate and concrete holes. The cast in place '/2" diameter x 10" anchor 717�� Z Z 7 Z X Z—7 7 7 7_77��Z 1_/_ CONTINUOUS JACKSONVILLE BEAC The all—thread uplift connection system (ATUC) is composed of one 1/2" diameter bolts specified on structural she�et 8.3, shearwall specifications, may be utilized in (808)217-4707 36 ksi all—thread rod that runs the full vertical height of the wall, penetrating both lieu of the drilled and epoxied threaded stud at the concrete slab.. The top end of '/2" CDX PLYWOOD WALL FL P.E. 36820 the top and bottom plates, and grouted with Simpson Strong—Tie High Strength the SWATC is bound to the top plate with a 3" square, 1/4" thick washer and a nut. SHEATHING FASTENED w/ Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill bit for plate The bottom plate is bound to the slab with 2%2" 1/8" thick plate washer and nut. 8d COMMON WIRE NAILS and concrete holes. The cost in place 1/2" diameter x 10" anchor bolts specified The all—thread may be spliced with a coupler threaded onto the all—thread a @ 3" O.C. EDGES AND on structural sheet 8.3, may be utilized in lieu of the drilled and epoxied threaded minimum distance of 3/4" at each end of the coupler. The coupler shall be rated 6" O.C. FIELD stud at the concrete slab. The top end of the ATUC is bound to the top plate with for allowable tension of 3,200 pounds under wind loading. The locations of SWATC a 3" square, 1/4" thick washer and a nut. The bottom plate is bound to the slab EXISTING (2)2"x4" SYP No.2 TOP within the above referenced structure shall be as follows: with a 2%2% 1/8" thick plate washer and nut. The all—thread may be spliced with PLATE. SPLICE TOGETHER w/ a coupler threaded onto the all—thread a minimum distance of 3/4" at each end of Shearwall Ends 1pc within 3" of end studs T 2 ROWS 10d COMMON the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under WIRE NAILS @ 12" O.C. wind loading. The locations of ATUC within the above referenced structure shall be < Miscellaneous EXISTING '/2" CDX PLYWOOD as follows: 133/4" PRE—ENGINEERED SYSTEM 42 h WALL SHEATHING. REFASTEN The installed 1/2" diameter anchOr bolts that are not utilized by the all—threod WOOD FLOOR TRUSSES @ 19.2" O.C. A w/ 8d COMMON WIRE NAILS Typical Wall Section 48" o.c. max connection system shall receive a 2"x2"xl 8" plate washer and hex nut at the SEE FLOOR FRAMING PLAN A @ 3" O.C. EDGES AND bottom plate. 6" O.C. FIELD (TYPICAL) Minimum Quantity of ATUC Between Corners 2 pcs Along Straight Run of Continuous Bearing Wall Maintain a minimum edge distance of 2" from the outside edge of the embedded EXISTING 2%4" STUDS. Bearing Wall Ends (Not Including Shearwalls) all—thread rod to the outside face of the 8" cmu sternwall. ADD 2%4" SPF NO.2 STUDS AS REQUIRED TO MAINTAIN 1pc within 3" of end studs The top plate shall be free of splits, checks, shakes, and wanes. 8" O.C. SPACING Header Framing The hex nut above the top plate shall be tightened to approximately 30ft.—lbs. of 1 each side of opening within 3" of full height studs torque. Changes in moisture content and the related shrinkage of building materials ALTERNATE THREADED ROD CONNECTION. will effectively eliminate the prE loading caused by the initial tightening of the hex AT GARAGE WALL/FLOOR TRANSITION Bottom Plate Splices nut. After all rough—ins of the mechanical and electrical trades are complete, and Install 1h"0x16" threaded rod w/ 51/2" embedment within 12" of splice, prior to installation of insulation re—tightened the upper hex nuts to the required each side of splice. ATC may substitute for threaded rod. 30ft.—lbs. of torque. K-T-� DETAIL �,�_6 SCALE- V/2" V-0" ............... P_3"x3"x1/4"' PLATE ........... WASHER AND HEX NUT ........... (2)2"x6' SYP NO.2 RASSAGIE ROOF BELOW DOUBLE TOP PLATE ............. 1 1 2 0 THREADED ROiD--\ BEDROOM 5 UPLIFT CONNECTOR 1/2"0 THREADED ROD ROD 0 48" O.C. 8.6 LA /— ABOVE TOP PLATE, PROVIDE A 3"x3"x1/4" UPLIFT CONNECTOR VESTIBUL THICK STEEL PLATE WASHER. FASTEN i 4 ROD @ 48" O.C. PROVIDE AN ADDITIONAL ROW OF NO SPLICE IN DOUBLE '/2"0 THREADED ROD WITH A HEX NUT AND ALLOW AT LEAST 74�= SHEARWALL REACTION 8d NAILS AT 6" O.C. INTO THE TOP PLATE BETWEEN 8.6 3 THREADS TO EXTEND ABOVE TIGHTENED GARAGE TOP PLATE (IN ADDITION TO OTHER KING STUDS AND FIRST 8.6 CONNECTOR EACH END HEX NUT. (TYPICAL) '/,"0 THREADED ROD NAILING SPECIFIED IN SCHEDULE. ANCHOR RODS. A,_J, H SHEARWALL REACTION OF SHEARWALL SEGMENT BATH: BEDROOM RAFTERS ROD SPACING, SEE CONNECTOR EACH END r F (TYPICAL) OF SHEARWALL SEGMENT SCHEDULE. _71 X XX >V RAFTER—TO—PLATE >- NUMBER OF KING STUDS _"N > CONNECTOR, SEE EA. SIDE OF OPENING, 1/2"0 THREADED ROD, SCHEDULE. pc SIMPSON CS16 COIL BEAM INSTALL 2pcs SIMPSON C 6 ROD EACH SIDE OF FLAT STRAPS EACH OF THIS STRAP @ 32" O.C. TO WALL WOODHEADER EE HEADER SCHEDULE. UPLIFT CONNECTOR r S1 HEAD R, SEE CONTINUOUS SHEATHING Z Z Z OVERHEAD GARAGE WINDOW OPENING HEADER BEAM BELOW SCHEDULE. SHALL BE PROVIDED 1/2"0 THREADED ROD DOOR ABOVE ALL OPENINGS ANCHORING SYSTEM 0 SEE DETAIL 1/8.6 0 AND SHALL BE NAILED SHEATHING ry (TYPICAL) @ 3" O.C. ALONG EDGE "0 THREADED ROD AND AT CRIPPLES ABOVE ALTERNATE THREADED ROD CONNECTORS AT GARAGE AREA JACK STUDS, 0 HEADER. (TYPICAL) < ADER /O SEE HEADER AT HE PENING Uj SCALE: 1/4" 1)-0" SCHEDULE. _kLPROVIDE AN ADDITIONAL ROW OF ABOVE BOTTOM PLATE, —\ 8d NAILS AT 6" O.C. ONTO ONE OF DETAIL (0 Lo THE KING STUDS ADJACENT TO ALL to ROUGH OPENING rn CHRISTOPWR C.KATHE PROVIDE A 3"x3"x1/4" < < < OPENINGS. (IN ADDITION TO OTHER 1\�.6 SCALE: N.T.S. THICK STEEL PLATE SEE ARCH. NAILING SPECIFIED IN SCHEDULE. WASHER. FASTEN WITH A COUPLER. (TYPICAL) 11 ALTERNATE, ADD 1pc SIMPSON H2.5 UPLIFT ALTERNATE, ADD 1pc SIMPSON H2.5 UPLIFT — 133/4" SYSTEM 42 PREENGINEEFIED ipc SIMPSON MSTA24 CONNECTOR ATTOP AND 1pc SIMPSON MSTA24 CONNECTOR AT TOP AND FLOOR TRUSS @ 19.2" O.C. STRAP EACH SIDEOF BOTTOM OF THESE STUDS STRAP EACH SIDEOF BOTTOM OF THESE STUDS DOOR HEADER IF DOOR HEADER IF I Milo THREADEDROD THREADEDROD SYSTEM IS FLOFUDASEA a- SYSTEM IS 3 X3 x /4 PLATE I)MBER ING STUDS NOT USED I� I � 41 NOT USED 3PFx3f1x'/4'P PLATE RMIONS: ------ -- ---- WASHER AND HEX NUT EA. SIDE OF OPENING, BUILDING PERMIT ISSU '-- 1/2"0 THREADED—ROD WASHER AND HEX NUT ry SEE HEADER SCHEDULE. ii UPLIFT CONNECTION 2 C) 0 HEADER, SEE CONTINUOUS SHEATHING "0 THREADED—ROD 2%6" SPF NO.2 — SYSTEM Z Z 2%6" SPF NO.2 ii HE DER, SEE HEAD R, SEE UPLIFT CONNECTION Z SCHEDULE. SHALL BE PROVIDED N'lili, STUDS @ 16" O.C. SCH DULE AND ABOVE ALL OPENINGS STUDS @ 16" O.C. —"t4il, it SC EDULE AND 11 SYSTEM PLA S \\-- 2pcs FULL HEIGHT DRAWN BY- 0 AND SHALL BE NAILED PL NS 0 i! :i \\- 2pcs FULL HEIGHT :i - CCK Of 2%6" SPF NO.2 @ 3" O.C. ALONG EDGE i: 2%6" SPF NO.2 APPROVED BY: LLJ Ld Uj JACK HEADER. (TYPICAL) OF OPENING, OF OPENING, CCK S H E A TH 11 N G ii < < MINIMUM. SEE SEE HEADER 11 MINIMUM. SEE (TYPICAL) UJ 'ROVIDE AN ADDITIONAL ROW OF it :i JOB 140. STUDS, AND AT CRIPPLES ABOVE STUDS EACH SIDE STUDS EACH SIDE ry SCHEDULE. FRAMING PLAN FRAMING PLAN EIO-037 8d NAILS AT 6" O.C. ONTO ONE OF 3"x3"x /4" PLATE — ii i! THE KING STUDS ADJACENT TO ALL WASHER AND HEX NUT i ROUGH i: — 1pc 2%6" SPF NO.2 11 ii 1pc 2"x6" SPF NO.2 RENOVATION TC ROUGH OPENING OPENINGS. (IN ADDITION TO OTHER OR COUPLER NUT AT OPENING ii CRIPPLE STUDS EACH ROUGH ii CRIPPLE STUDS EACH < < il - i! SE ARCH. A SECOND LEVEL ii OPENING SIDE OF 3'—l" OPENING, ILING SPECIFIED IN SCHEDULE. 11 SIDE OF 3'—l" OPENING, MR. AND I SEE 11 - ii OR 2pcs 2%6" SPF NO.2 8" EMBEDMENT FOR ii �RCHITECTURALS i: OR 2pcs 2%6" SPF NO.2 SEE 2 NOTE: ii CRIPPLE STUDS EACH 3"x311x'/4" PLATE — RCHITECTURALS ii CRIPPLE STUDS EACH 5/8"0 THREADED ROD IF GALVANIZED ANCHOR BOLTS FASTEN THE H2.5 w/ :i i: SIDE OF OPENING UP AT MONOLITHIC __11 A "0 x 10" HOT DIPPED RICHARD 'I i: ii SIDE OF OPENING UP WASHER AND HEX NUT i; 1923 BEACH AVE W/ COUPLER NUT, 2"x2"x /8" 10-8dxl '/2" 11 ii TO 6'—4" FOUNDATION BELOW ii 11 TO 6'—4" OR COUPLER NUT AT ii L PLATE WASHERS, AND HEX COMMON WIRE NAILS Ild ATLANTIC BEAC NUTS. SPACING AS REQUIRED SECOND LEVEL TO MAINTAIN 24" MAX. FASTEN THE MSTA24 ALTE:_RNATE FRAMING AND STRAIP ING AT ALTERNATE 'FRAMING AND STRAPPING AT ALTERNATE THRI EXISTING FOUNDATION STEMWALL SPACING TO NEXT ANCHOR w/ 18-10d COMMON SYSTEM DETAIL BOLT OR THREADED ROD. WIRE NAILS TYPICAL EXTERIOR WINDOW OPENING TYPICAL EXTERIOR DOOR OPENING AND NOTES D 5 S 'J'v A 'L S J' E� 1- N T LK N( it E z T_ - rist! �A .. SEI� i- 0 1 TH R E A D E D ROD ANCHORING SYSTEM DETAIL- DETAIL ETAIL ��_6 SCALE: N.T.S. SCALE: 1 /29' �_6 SCALE: 1/2" = 1p—Opp 8m6 UPLIFT CONNECTOR SCHEDULE DESIGN CRITERIA REINFORCED CONCRETE WILLIAM LELITHC DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE NO MODIFICATIONS TO THE FOUNDATION ARE PERMITTED ARCHITECT INC. (END ZONE = 7'-0") Kd 0.85 MEMBER SUPPORT SIMPSON CONNECTOR FLORIDA BUILDING CODE 2007, WITH 2009 AMMENDMENTS. MASONRY 2736 HERSCHEL STREET WIND DESIGN PER ASCE 7-05. LOCATED WITHIN WIND JACKSONVILLE, FLORIDA 32205 NO MODIFICATIONS TO THE FOUNDATION ARE PERMITTED 389-5456 FL. CORP. AA2755 TYPICAL CONVENTIONAL ROOF FRAMING: BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED". AREA 1 Osf 20sf 30sf 40sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NEW ROOF RAFTERS: DOUBLE TOP PLATE (2)MTS12, SEE SECTION 1 /8.5 CONTRACTOR SHALL INSTALL IMPACT RESISTANT EXISTING FOUNDATION HEADER BEAM (2)MTS12 WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS. CHRISTOPHER C. KATHE, IN4 INTERIOR +33.9 -36.7 +32.3 -35.2 +31.5 -34.3 +30.8 -33.7 RIDGE BEAM (1)A35, SEE SECTION 3/8.7 SIMILAR THE EXISTING FOUNDATIONS SHALL REMAIN "AS-IS". THE EXISTING BRICK LIVE LOADS: FOUNDATION STEMWALL, EXISTING 8" CMU STEMWALL, AND EXISTING CONCRETE CONSULTING STRUCTURAL EN( ENDZONE +33.9 -45.3 +32.3 -42.3 +31.5 -40.5 +30.8 -39.2 NEW CEILING JOISTS: DOUBLE TOP PLATE 8-12d NAILS EACH END, SEE ROOF AND CANOPIES 20 PSF FOUNDATIONS ARE NOT ADEQUATE TO RESIST THE FEMA 55 AND THE STATE OF 420 OSCEOLA AVENUE AREA 50sf 60sf 70sf 80sf SECTION 1/8.5 FLOORS 40 PSF FLORIDA DEP REQUIRED WAVE IMPACT LOADS, ANTICIPATED SCOUR LOADS, JACKSONVILLE BEACH, FLORID, ELEVATED PORCHES 40 PSF HYDRODYNAMIC LOADS, AND DEBRIS IMPACT LOADS, SIMULTANEOUS WITH THE (808)217-4707 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NEW JACK RAFTERS: DOUBLE TOP PLATE (1)MTS12 FLORIDA BUILDING CODE LATERAL WIND LOADS. FAILURE OF THE FOUNDATION FL P.E.36820 HEADER BEAM (1)MTS12 WIND LOAD DESIGN CRITERIA ASCE7-05 SYSTEM, AS A RESULT OF THE APPLIED FEMA 55 LOADS AND THE STATE OF INTERIOR +30.3 -33.2 +30.0 -32.8 +29.7 -32.5 +29.4 -32.2 CORNER HIP RAFTER (1)A35, SEE DETAIL 1/8.7 FLORIDA DEP LOADS, WILL RESULT IN THE FAILURE OF THE STRUCTURE. THE PROJE, ENDZONE +30.3 -38.3 +30.0 -37.7 +29.7 -37.1 +29.4 -36.6 BASIC WIND SPEED 120 MPH BUILDING OFFICIAL AND THE OWNER SHALL BE ADVISED OF THIS CONDITION. LOCATI( IMPORTANCE FACTOR 1.0 AREA 90sf 100sf 1103f 120sf NEW CORNER HIP RAFTER: DOUBLE TOP PLATE (2)MTS12 EXPOSURE PCIP RIDGE BEAM (2)A35 MEAN ROOF HEIGHT 20.0 FT SUPPLEMENTARY NOTES 119 MPH POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NO ZO ROOF PITCH 4/12 (18.43 DEGREES) VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. RIDGE BEAM: KING POST (2)MSTA24 OR (2)HTS24, INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-0.18 120 INTERIOR +29.1 -31.9 +28.8 -31.7 +28.6 -31.5 +28.5 -31 .3 CONTINUOUS TO FOUNDATION MPH WIND COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, WINOD ZONE (IMF WINDOW/DOOR DESIGN PRESURE SEE TABLE ON SHEET 8.7 ELECTRICAL, AND PLUMBING DRAWINGS. ENDZONE +29.1 -35.8 +28.8 -35.2 +28.6 -34.7 +28.5 -34.4 1-1 EXISTING ROOF RAFTERS: DOUBLE TOP PLATE (2)H2.5, SEE SECTION 6/8.5 HEADER BEAM (2)H2.5 ALLOWABLE UNIT STRESSES THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR 115 PH 105 MPH 120 M CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR WIND ZONE NO Z CONCRETE: THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE RIDGE BEAM (1)A35, SEE SECTION 3/8.7 SIMILAR (PER ACI 318) IND Z (IMPAC OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR CONCRETE: MP THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE -12d NAILS EACH END, SEE MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR EXISTING CEILING JOISTS: DOUBLE TOP PLATE 8 IND ZONE SLABS ON GRADE f'c 3000 PSI CONTRACT DOCUMENTS. SECTION 6/8.5 DESIGN WIND PRESSURES. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID Wind Zone Map Wit (2)H2.5 CONCRETE MAXIMUM WATER CEMENT RATIO: EXISTING JACK RAFTERS: DOUBLE TOP PLATE EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING HEADER BEAM (2)H2.5 SLAB ON GRADE 0.56 CONSTRUCTION. CORNER HIP RAFTER (1)A35, SEE DETAIL 1/8.7 IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, GRADE 60 REINFORCMENT ASTM A615 THE ENGINEER SHALL BE NOTIFIED. 2%6" SUB-FASCIA. FASTEN UHLIFI CONNECTORS EXISTING CORNER HIP DOUBLE TOP PLATE (2)MTS1 2 WELDED WIRE FABRIC ASTM A185 I it l4 w/ 3-12d NAILS INTO AS PER UPLIFT RAFTER: RIDGE BEAM (2)A35 STRUCTURAL STEEL: (PER AISC, CURRENT EDITION) CONNECTOR SCHEDULE EACH RAFTER TYPICAL CONVENTIONAL ROOF OVERFRAMING: H ON STRUCTURAL STEEL BOLTS ASTM A325 SHEET 8.7 STAINLESS STEEL BOLTS AISI TYPE 304 OVERFRAMING RAFTER LEDGER �1�H2.5, SEE DETAIL 2/8.11 < STD STEEL PIPE COLUMNS ASTM A501 1 A35, SEE DETAIL 3/8.11 RIDGE BEAM fl ALL OTHER STEEL ASTM A36 Lu (NOTE: INSTALL OVERFRANING LEDGER BOARD TO TRLSSES w/ 2 ROWS fl L L #10 x 33/, DECK SCREW� W/ 1"0 WASHER AT EACH INTERSECTION) WELDING ELECTRODES ASTM A-233 E-70XX ---------------- ---------- fl EXISTING FLOOR FRAMING: TIMBER: (PER NDS FOR WOOD CONSTRUCTION) ---- ------------------------ STRUCTURAL LUMBER SYP No. 2 EXISTING FLOOR JOISTS: DBL TOP PLATE (1 )H2.5, SEE SECTION 6/8.5 HEADER BEAM (1 )H2.5 STRUCTURAL STUDS SPF No. 2 j 6"x6" FLOOR GIRDER (1 )H2.5, SEE SECTION 6/8.5 AND SECTION 3/8.5 SOIL BEARING PRESSURE 2000 PSF 3-12d TC7_ N AIL OVERHEAD GARAGE DOOR HEADER: INTO CORN7_'R HIP EPDXY ADHESIVE: OH GARAGE DOOR HDR: SUPPORT STUDS (3)MSTA24, SEE DETAIL 5/8.5 RAFTER EAC- SIDE SIMPSON STRONG-TIE FISETIP SUPPORT STUDS: EXISTINGP FOUNDATION (1)HTT22, SEE DETAIL 5/8.5 -TWO COMPONENT EPDXY ADHESIVE 0. NEW OR MODIFIED WINDQW/DOOR HEADERS HARDWARE: t HEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE ALL EXPOSED HARDWARE SHALL BE HOT DIPPED WALL HEADER 3'-0" TO 6'-0" JACK STUDS (2)MSTA24 EACH SIDE GALVANIZED. BOLTS SHALL MEET REQUIREMENTS H TUDS 1pc SIMPSON A35 EADER 6'-0" TO 9'-0" JACK S (3)MSTA24 EACH SIDE OF ASTM A-325, TYPE 1, AND HOT DIPPED FRAMING 1 -11 EACH SIDE OF JACK I,, GALVANIZED IN ACCORDANCE WITH ASTM A-153. BELOW /x1 RAFTER TO CORNER HIP EXTERIOR ANTERIOR BEARING WALLS UTILIZING CONVENTIONAL STRAPS AND CLIPS NUTS SHALL MEET THE REQUIREMENTS OF ASTM RAFTER AT ALL JACK DBL TOP PLATE UPPER 2%4" STUDS ADD (1)H2.5 @ 16" O.C. -563, GRADE DH, AND HOT DIPPED GALVANIZED A 0jp OVER 3' RAFTERS SEE SECTION 6/8.5 IN ACCORDANCE W/ ASTMI A-1 53. ALL EXPOSED E LONG. WASHERS, AND HARDWARE SHALL BE HOT DIPPED -231 it UPPER 2%4" STUDS LOWER !2"x4" STUDS ADD (1)CS16 STRAP @ 32" O.C. GALVANIZED (UNO). VERHANG SEE SECTION 6/8.5 u DEP DESIGN CRITERIA: LOWER 2%4" STUDS BOTTOM PLATE ADD (1)H2.5 @ 16" O.C. DUVAL COUNTY Al SEE SECTION 6/8.5 A35 MONUMENT R044 CORNER HIP RAFTER CONNECTION LOWER 2%4" STUDS 6%6" FLOOR GIRDER ADD (1)MSTA24 STRAP @ 32" O.C. 100 YEAR STORM ELEVATION 17.4' NGVD SEE SECTION 6/8.5 � t:T 1j ! DETAIL WAVE CREST HT. 8" CMU STEMWALL BELOW ADD 1/2 "0 x 8" THREADED STUDS 3 BOTTOM SILL PLATE 100 YEAR STORM DESIGN 5.5' NGVD �.7 SCALE: /4" 1'-0" @ 24" O.C. w/ 2"x2"x1/,," PLATE GRADE WASHER IN-BETWEEN 1/2"0 THREADED OVERFRAME w/ 2%6" SYP J, No.2 RAFTERS @ 24" O.C., ROD UPLIFT CONNECTION ROD SYSTEM 1/2" CDX PLYWOOD w/ 2%6" SYP No-2 COLLAR EXTERIOR ZINTERIOR BEARING WALLS UTILIZING THE THREADED ROD SYSTEM ROOF SHEATHING th TIES W/ 8pcs-12d COMMON WIRE '/2"0 THREADED ROD @ 48" O.C. DBL TOP PLATE 211x4pp/2"x6sp STUDS 1 ROW 8d RING NAILS EACH END @ 16"/24" O.C. ALL SIMPSON CONNECTORS IN SHANK COMMON CONTACT WITH ACQ PRESSURE CHRISTOPHER C.KATHE FIL P.E. BOTTOM SILL PLATE 8" CMU STEMWALL BELOW ADD '/2"0 x 8" THREADED STUDS WIRE NAILS TREATED LUMBER SHALL HAVE 2%8" SYP No.2 LEDGER, @ 3 0.C. FASTEN LEDGER TO ROOF @ 24" O.C. w/ 2"x2"x1/,," PLATE THE MANUFACTURER APPLIED "ZMAX" FINISH WASHER IN-BETWEEN 1/2"0 THREADED THRU PLYWOOD DECK w/ ROD UPLIFT CONNECTION ROD SYSTEM 2-#10x33/4" DECK SCREWS w/ 1" DIA. WASHERS AT EACH TRUSS INTERSECTION NOTES: 1pc SIMPSON H2.5 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. LOWER EXISTING 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. FLORIDA SM wl 8-8d COMMON WIRE 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: RAFTERS @ 24" O.C. NAILS FROM RAFTER REMIONS: DATE 00 TO LEDGER 0 0 BUILDING PERMIT ISSUE 10/151 0 0 MTS12 14-1 0dx1 1/2 FLORIDA PRODUCT APPROVAL #10456.33 0 LEDGER DETAIL AT OVERFRAMING RAFTER H 2.5 8-8dx1 1/2 FLORIDA PRODUCT APPROVAL #10456.11 0 H2.5A 10-8dxl FLORIDA PRODUCT APPROVAL #10456.12 H 2.5 1/2" u A35 12-8dxl 1/2" FLORIDA PRODUCT APPROVAL #10446.4 0 0 r2 DETAIL (()?Oo 0 0 0 DRAWN BY- DATE: 0 0 SPH4 10-8d FLORIDA PRODUCT APPROVAL #10456.46 0 0 0 CCK 10/151 �,�_7 SCALE: 3/4" 11-011 SPH6 10-8d FLORIDA PRODUCT APPROVAL #10456.47 0 uo AWROVED BY. MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 H2.5 A35 MTS1 2 SPH4ZSPH6 H2.5A CCK 1pc SIMPSON A35 CLIP ANGLE 0dx1 1/2 FLORIDA PRODUCT APPROVAL #10456.24 HTS24 20-1 AT EACH RAFTER TO RIDGE BEAM. 1/2" CDX PLYWOOD ROOF SHEATHING, JOB NO. CS16 22-10d FLORIDA PRODUCT APPROVAL #10852.1 -037 E10 FASTEN w/ 8d RING SHANK COMMON FASTEN w/ 12-8dxll/2" NAILS EACH -0 0 i it HTT22 5/8"0 X12" THREADED ROD FLORIDA PRODUCT APPROVAL #11496.1 0 WIRE NAILS @ 3" O.C. EDGES AND 6" O.C. FIELD. AND 32-16d RENOVATION TO RESIDEN4 2%6" SYP No.2 0 -10d AND 6-16d FLORIDA PRODUCT APPROVAL #10852.11 OVERFRAMING RAFTERS MSTC40 6 I a . MR. AND MRS. "SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 12 0 @ 24" O.C. a RICHARD HASTE 4 u 0 0 1923 BEACH AVENUE ' a 0 ATLANTIC BEACH, FLOR1Dj 2%8" Y No.2 NOTE: RIDGE BEAM 0 SEE STRUCTURAL SHEET 85 0 A35 0 FOR SPECIAL STAINLESS STEEL DETAILS, SCHEDULES, AN[ OVERERAMING RAFTERS CONNECTOR'S AND FASTENERS 0 STRUCTURAL NOTES DETAIL 3 p 0)p TO-V to I#ij, 0 01 0 h000 S P �_7 SCALE: /4"=1 HTS24 MSTA24 HTT22 8m7 WILLIAM LIELITHOLD EXISTING WOOD DECK IN VERY ARCHITECT INC. 42'-W POOR CONDITION 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 904-389-5456 FL. CORP. AA2755 ISTING BRICK STEPS EXISTING AREAS: — — — — — — — — — — — — — — — — — — — — — — — FIRST FLOOR HVAC: 1,552 S.F. FIRST FLOOR PORCHES AND GARAGE: 702 S.F. 2,254 S.F. TOTAL FIRST FLOOR. SECOND FLOOR HVAC: 1,1`16S.F. SECOND FLOOR COVERED PORCHES: 56 S.F. WOOD RAILINGS REPLACEMENT REPLACEMENT SECOND FLOOR TOTAL: 1,172 S.F. FALLING APART \WINDOWS IN WINDOWS ISNI�L OP�NINGS SMALLER OPENINGS LER WOOD RAILINGS THAt4,ORIGINAL. MASTER SITTING THAN O/fVdINAL. FALLING APART SCREENED PORCH 21'-3 X 8!4 OFFICE 17-3 X g'-2+ V-5 X 9-3 INSTALL TEMPORARY SHORING AT EXISTING EXISTING MIDSPAN PRIOR TO INSTALLING STAIR IN VERY STAIR IN VERY NEW MICROLAM LVL PLIES POOR POOR ------------------ ---------------\----------------------- CONDITION ------------- — -------- CONDITION EXISTING BEAM OVER------------------------- ------ OPEN BALCONY 12'-9 X 27-6 LIVING ROOM !1? 21'-2 X IV-10 cm OPEN BALCONY cm T-2 X 22-6 u DINING ROOM MASTERIBEDROOM BEACH BATHS 101-9 X im 21'-IX 13!-2 61-6) IZ-9 V111111z'111111A ------ FA VERY LOW /L — — — — — — I — CEILING ALONG, --------- OUTSIDE WALL ---------- PANTRY !9 rx, 5-2 X 10'-6 VERY S�IIALL BATH/MAYBE co �--gATH ———— F5 X&-I' FUTURE CLOSET !p WOOD RAILIKG MISSING KITCHEN 28 S.F. 28 S.F. ------- iv-9XV-10 ILI STAIRH 1. 1 V-5 X 1014 FAMILY ROOM 1T-3X16'-10 CID STORAGE T-6 X V-0 BEDRO Z Z /kDROOM 1T-8 X I V-0 STUDY 13'-2 X I V-0 T-5 X T-10 FOYE CLOSE IdLOSET 6'-5 X 3-8 X 4V 4 r-8 X V-0 VEST — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — STORAGE 6'-10 X V-2 '-`10 X 7-10 36'-4" 1116 S.F. HVAC T-W 56 S.F.PORCHES 1172 S.F.TOTAL WILLIAM A.LEUTHOLD AR8902 C-4 STORAGE 20'-0 X 20'-6 FLORIDA SEAL REVISIONS: DATE: DRAWN BY: DATE: RBP 1011812010 APPROVED BY: SCALE: WAL 1/4"=V-0' DRAWING FILE: HASTINGS 2.1 FP EXIST RENOVATION TO RESIDENCE 20'-9" MR. AND MRS. 1552 S.F.HVAC RICHARD HASTINGS 2254 S.F.TOTAL 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA EXISTING SECOND FLOOR PLAN EXISTING FIRST FLOOR PLAN EXISTING FLOOR PLANS i/8"=V-17 1/8*=1,4r NORTH NORTH 2 EXIST.CHIMNEY WILLIAM LIELITHOLD ARCHITECT INC. 2742 HERSCHEL STREET ARCHITECTURAL JACKSONVILLE, FLORIDA 32205 ASPHALT SHINGLES 904-389-5456 FL. CORP. M2755 PVC TRIM PVC TRIM PVC AROUND + COLUMNS ILI I CEDAR SHINGLES 7_1 ID ffiLh _+ I rim tft 36'H PVC OR Jill!] IIL_11 will 114, 1 111 1 111T11 Imn, 11711 111 Ll L 1 1111 111 - III COMPOSITE RAILING PVC BAND I T I - - - - - - -- - - - - PVC TRIM r- - - - - - - - - - - - LI 11 1111 11 lll�fll I I I I mil PL I I I I I I I I I I I L I T I CEDAR BRACKETED AWNING L I ffill P Ell. 6 SHINGLES AT OPENINGS 17 NEW WOOD STAIR 1111191111 a, ,, ll I =7 T LLL INSIDE CASED I I I III OPENING I-1H 11 Ll I NEW WOOD STEPS iULLLI AND DECK I I T 1 11 IT 11 11 IT 11 14+ 4-1 1 W tH Hi 1�-4 III I__r1 rr__1�t T1 IT I rl BRACKETED AWNING AT OPENINGS NORTH ELEVATION 1/4"=V-0' EXIST.CHIMNEY ARCHITECTURAL ASPHALT SHINGLES - - -- -- -- - - - - -- - PVC TRIM PVC TRIM ;1E PVC COLUMN TRIM d CEDAR SHINGLES 11 1111 11 Hill 36"H PVC OR PVC BAND lill Will III ILI 111 il L COMPOSITE RAILING REMOVE HANDRAIL Li PVC TRIM - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - -- - - -- - I �T xi U Li U Li 11 11 1 111 111 IITFI 111111 IIITII 11 1 111111 WIT 1D CEDAR SHINGLES - AiLL III 1 11 IT 11 11 iLLLLI 111-1 11 111-1 11 1 1 LIU]U FRAME 11 1111 11 11 Ili IT 11 IIITI1 1111- 1 11111 11 11 11 111 11 11 IT I 1 11 1 11 11111 11 111 LLLLL] 11111 11 11111 1 11 IT 11 1111 11 11 111111 1111 11 111111 lill 11 lill 11 111111 11 111 1 111 11. 111' 111 11 11 IT 11 H a I I I I III M 11 1111 11 11 IT I L-11 11 11 1 1 1 11 11111 11 11 111 11 111-1 - - - U-LLL- - - - - - 1111 111111 111 1- SOUT14 ELEVATION 1/4"=V-0" EXIST.CHIMNEY EXIST CHIMNEY WILLIAM A.LEUTHOLD AR8902 ARCHITECTURAL ARCHITECTURAL ASPHALT SHINGLES ASPHALT SHINGLES 0, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PVC TRIM PVC TRIM FLORIDA SEAL PVC TRIM PVC AROUND COLUMNS E20] 1 ILLLJI. CEDAR SHINGLES L I l__-j 11 H, DRAWN BY: DATE: 36"H PVC OR LL==] I 36"H PVC OR COMPOSITE RAILING 36'H PVC OR PVC BAND COMPOSITE RAILING SVL WAL 10/18/2010 MPOSITE RAILING CO APPROVED BY: SCALE: IIITII 111-111 111111 111111 111111 111 1 11 11 1 11 IIITII IIITII 111111 1111- 11 1;� l WAL 1/4' V-0" PVC TRIM - - -- - PVC TRIM PVC TRIM - r- - -- - - - - I 111 1111 11 11 IT 11 11 IT ILM III III III III 111 111111 IIITII 1111 I _17 HASTINGS 4.2 ELEV F IT71 11 L1 L1 ILTLU6611.26L=6".6"' 7111]1:�o]I I BRACKET SUPPORTED BRACKET SUPPORTED AWNING AT SIDE DOORS AWNING AT SIDE DOORS RENOVATION TO RESIDENCE NEW SCREEN IN FRAME 14 PVC TRIM MR. AND MRS. NEW WOOD STAIR INSIDE WOOD COVERED STEEL 1L Dil CASED OPENING GARAGE DOOR Lill IT 11 RICHARD HASTINGS NEW 1923 BEACH AVENUE k 111 SUPPOR ATLANTIC BEACH, FLORIDA RD HH1 I T NEW WOOD STEPS E:11-11 NEW WOOD STEPS AND -tit�:�ffi 1�_til I tl 11 _ff 11--fitt till AND DECK - INP Off it 1L III - DECK MAIN HOUSE PROPOSED ELEVATIONS BRACKET SUPPORTED AWNING WEST ELEVATION SOUTH ELEVATION 1/4"=V-0" 1/4"=T-0' 4m2 WILLIAM LIELITHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 904-389-5456 FL. CORP. AA2755 ELECTRICAL SCHEDULE DOWN LIGHT:LITHONIA LC6 6'RECESSED HOUSING W/602 TRIM r- ------------------------------------------------------------- SURFACE OR PENDENT CEILING FIXTURE ----------- ------------------ BY OWNER. INSTALLATION BY CONTRACTOR SCONCE BY OWNER INSTALLATION BY CONTRACTOR 11 SHOWERICLOSET LIGHT:LITHONIA LC6 6' ------------ Err-r= WAC LINE VOLTAGE UNDERCABINET BA-LD(-N XENON LAMP TURTLE FRIEih!D�Y RE IIX4 2 TUBE FLUORESCENT UTILITY E3 G— UNDER-MINET OR OVER-DOOR CLOSET LIGHT W/JAMB SWITCH A A A A A A A A 2 LIGHT FLOOD :74f TELEPHONE OUTLET CABLE TV OUTLET WP WP TURTLE FRIENDLY FIXTURE MEDIA OUTLET WITH: db I-CAT-5E AND I-RG-6 COAX(M2) C ------------------------------------------- ---------- 2-CAT,5E AND 2-RG-6 COAX W4) $ LIGHT SWITCH $3 3-WAY LIGHT SWITCH A A A $D DIMMER SWITCH A A A El i JAMB SWITCH F $ 11 OV DUPLEX OUTLET C) A GFI:(a. I 10V GROUND FAULT DUPLEX OUTLET 110V WATERPROOF GROUND Wp:& FAULT DUPLEX OUTLET lwpo A A A A 33E 220V OUTLET A=L I ----------------- 3@ 0 F�q EXHAST FAN --------- ------------------------------ A A A t I --------- ----- 3 F=l WINE COOLER CEILING FAN/LIGHT COMBO D A ---- SWITCH SEPARATELY m—Ja———————- --------- A j B B - --- ------- B A XCWEIJ� S DW GFI WP GIF SMOKE DETECTOR ----------------- --------- - DRYER WASHER - ------- ------- ---- A A cr) D i @ CARBON MONOXIDE DETECTOR A A uor 0— A A A r- --1 4� L—=a pom ———— A REFRIG GFI 3& DOORBELL 3 41 A GFI (D DOORBELL CHIMES A A A A OGFI NOTES: A ------- ------ b 1.CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN RANGE -------- I GFI(V) GFIO ALL LOCATIONS REQUIRED BY ALL LOCAL,STATE OR NATIONAL CODES&ARC-FAULT CIRCUIT INTERRUPTERS __j IN ALL BEDROOMS PER ARTICLE 210-12. 2.PROVIDE POWER TO ALL APPLIANCES AND ELECTRICAL DEVICES PER MANUFACTURERS A SPECIFICATIONS. b 3.PLACEMENT OF SWITCHES AT DOORS SHALL BE 1> COORDINATED WITH CASING WIDTH TO CLEAR ALL CASINGS. GFI B 4.ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH A A A 2008 NATIONAL ELECTRICAL CODE. A A A A db a 3 WP cl) C WP4Q A WP C A NEW 300A MAIN ELECT. PANEL ---------- ---------- A A ------------------------ A WILLIAM A.LEUTHOLD AR8902 GIL 'Ar k ------- ------------ A I F LFJ FLORIDA SEAL QGFI REVISIONS: DATE: ----------------------------------------- A A DRAWN BY: DATE: RBP 10/18/2010 A APPROVED BY: SCALE: WAL 1/8'=V-0" DRAWING FILE: a HASTINGS 7.1 ELEC L RENOVATION TO RESIDENCE C MR. AND MRS. RICHARD HASTINGS 1923 BEACH AVENUE ATLANTIC BEACH, FLORIDA ELECTRICAL PLANS SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAPI 114"=l-V 1/4*=V-0' NORTH NORTH 7ml CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -41 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 11-00001631 Date 2/02/11 Property Address . . . . . . 1923 BEACH AVE Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc outlets water heater gas piping ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HASTING TRUST OWNER 41280 RUE JADOTUE TEMECULA CA 92591 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/01/11 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 10 STATE MECH DBPR SURCHARGE 2 . 10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 20 4 . 20 . 00 . 00 Grand Total 144 . 20 144 . 20 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jul 29 10 03:08p InIbmwfion SyetemsCrl"Y 0 904-247-6M P.1 MECHAMCAL PFRMff APPIACATION CITY OF ATLArmc BFAcH 800 Seminole Rd Athmfic Beach,FL 32233 ,,4%(904)A74826 Fax(904)247-5U5 JOBADDRiss: 1�2& ftRPMT PROZECTVALUE$ NEW AIR CONDITIONING& HEATING SYSTEM INSTALLATION Air ConditionirA&: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REPLACEMENT AIIR CONDITIONING&HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity— BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FM PREVK�MON Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity inequires 3 sets of plans) Underground Fire Main Value ZR -s 3 sets of plans) Fire ffose,Cabinets Quantity (Requires 3 sets of plains) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Qumtity (Requires 3 sets of plans) FIREPLACES MISCELLANEOUS: Prefidnicaftd Fireplace Qty_ Automobile Lffts Gas Pip�Outlets Boilem BTU's Elevatori/Escalators ALL OTHER GAS PITk Heat Exchanger Quantity of Outlets Etnnps 9 Vented Wall Fnmaoes Reffigerator Condenser BlIps #Water Heaters Solar Collection Systems Tanks(gallons) TF00- wells OTHER: Pawft becomes void if work dm not oommcnce wid&a six roonth pwiod or vm*is suspended or abandoned for six nwa&L I hmvby ontify that I have rved this aMicadon and know the Sam to be true and conwt All provisions of lava and andinances gDvaning this work will be complied with whethc spocilled orwt ne pannit does not give awhority�o�iolut tha provisions of any odw suft or local law reptladon construction orthe pw&amance ofconsWacdon. Property Owners Nam ef-<7'--10 9,5 Phone Number M=hanical Company o: Saw!Ice6as. ....—Office,Phone 2 0-4vii Fax_Zq Co.Address: Aenmm ;U DA-yuk&AA State_P1. zip 3 ro ity License Holder(Print): !n i(it Trow W44 4,loor 2�Aie CertificatiowRegistration /1,0 Notarized Signature qfLicense Holder Swomm'and subswon o Me this day of..Z,/I-Y 20 Ic Signature of Notary P liCIM AAlkl--e �h��Lk��L V, -y )907379 MAFR ENE E MEHARV M C,�44"N�'X EXPIRES: �,,ay?�-Oil flters Bonded Thru Noteq PuU1i0JndVw i I rj CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 11-00001539 Date 1/07/11 Property Address . . . . . . 1923 BEACH AVE Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13000 ---------------------------------------------------------------------------- Application desc reroof ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HASTING TRUST RIVER CITY ROOFING 41280 RUE JADOTUE 10650 HAVERFORD RD STE 2 TEMECULA CA 92591 ATLANTIC BEACH FL 32233 (904) 751-6121 ---------------------------------------------------------------------------- Permit . . . . . ROOF PERMIT Additional desc . Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 13000 Expiration Date . . 7/06/11 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -1A *1 1� V oil THE CITY OF ATLANTIC BEACH BUILDING INSPECTION DEPARTMENT ROOFING INSPECTION AFFIDAVIT Re: Permit# 1, licensed as a Contra cto r*/E ngi nee r/Arc h itect, or Building Inspector* (print name) License#: On or about did personally inspect the rooko-waU connections as required by Rule 913-3.0475 at U3 4VL /4 k (Job Site Address) Based upon that examination I have determined: (circle one) The roof-to wall connections were installed according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S. ) I made the necessary corrections to comply with the Hurricane Mitigation Retrofit Manual. Signature STATE OF FLORIDA COUNTY OF Sworn to and subscribed before me this day of '20 By &e1Kf Z�l Is.7 a Y)6a Notary Public,Stat of Florida & 11, WFLMODA (Pri nt*, T6 Haugk Comn-dssion#EE034462 Commissil .:Expires: OCT.23,2 14 Personally Known v/ or BO 'ED THRI:ATLAN'TIC BON*DD;G CO.,INC. Produced identification Type of identification produced *General, Building,or Residential Contractor or any individual certified under 468 F.S.to make such an inspection. This form must be on file at the Building Department prior to calling for a Hurricane Clip Inspection, F:\roof permit appficaton 2010 CITY OF ATLANTIC BEACH Date, 1.44/30/1(9 ROOFING PERMIT APKICATION Job Address: 6 PC-4 P f—DAI UL A N n C, PC Owner of Property: -gr RJCA-f4".. OASTUJ65— ao-la-A3 Address: gmcg T- *00-T- Telephone:cq 7,e'�=a - 1T&y"6C4A4-A- C�-A c?,o7-CW-f — -anp Roof Contractor: Ty I A 1431 - te ucense Nurnber. ContractoesAddress: -'0 zz -ZED Fax: Email: 6� Telephon (i2�.) Scope of Work- Rooffiv material A4�214&, r Fl.Product Approval# R, Q-22 L Valuation of Work- Required Inspections- SheaOing lin Proaress-ory in Final Ifre-roofi Assessed Value otStnxwre-. _<$30q.0W/---�4M,0W.Roof-to-wwlll improvements requked? (AppSo to*vk fam4 structures only) WARNING TO OWNEJt-* YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT IN YOUR pAVINS TIWCE FOR IMPROVEMENTS To YOUR P*OPERTY.A NOITCE OF COMMENCEMENT M UST HE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. if YOU UMNO TO OBTAIN FINANONG, CONSULT WH YOUR LENDER OR AN ATTOON"EFORE RECORD(NG Y X1 OFCOMMIENaMENI*0 T4 SIGNATURE OF OWNER:. 7L,(2-- - , /,V- j�11n AS TO OWNER. Sworn to and subscribed bVete�rne this- da V of State of Florlda�County of Duval No Is Agnature,., IV kn fVkn pe o tificaton uced_C��L4k-jii"L bp�vuv tiwH' ---1 /.-�/ -/ - 6*61 A44cllme"4 SIGNATURE OF CONTRACrOR. Date: AS TO CONTRACrOR: Sworn to and subscribed before me 48 20-q_. State of Florida,County of Duval V, I "..% Notar,(s Signat;vr�e.- e� On ersonally known USA=4 MH 0 Produced Identification hi Caffl*sjon#O:D94 36634 9�I r Expires January 9,2014 Type of Identification produced frole Road-Atlantic Beach,FlorWa 32233-5"S Telephone- (904)247-SM-Fax;(904)247-694S F'Amf permlt opplicatan 2010 ZO/ZO 39Vd AW-WO A-I.LV-1-13E) 3H.L @OZ69OZO06 90:E9 CALIFORNIA JURAT CERTIFICATE,, State of California County of Subscribed and sworn to (or affirmed) before me on this V"" day of (71-1�7"- ' 20 by proved to me on the basis of sat'sfactory evidence to be the person(X who appeared before me. V Signati—trel - - - - - - --19"t"Old"'4-" A Ll IACQUE NE FICARA Commission# 1833305 Notary Public-California Riverside County My Comm ExpirLs Jan 2 6,201 ADDITIONAL DOCUMENT DETAILS (optional, Used for Document Security) Name/Title of Document: _lq p� P-M Capacity Claimed by Signer(s): Total Number of Pages in Document (not including this certificate): Right Thumbprints of Signer(s): Document Date: 1Z I �ol / 0 Additional Details: Initials: Initials: CA-JUR-GDS212010 www.highdesertnotary.com CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptgcoqb.us Application Number . . . . . 08-00000173 Date 2/06/08 Property Address . . . . . . 1923 BEACH AVE A Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------ ------ ---------- ---- ----------------- ----- ------ ---- ------ - - ---------- Application desc sewer impact fees -------- --- -- --- -- --------- - - - - -- --------------- -- - -- --- - - - --- -------------- Owner Contractor ----- ------------ ------- ------- --- ---- ---------- CARSON OWNER 1923A BEACH AVENUE ATLANTIC BEACH FL 32233 ----- ----- ----------------- ------ - - ---- - --- - - - -- ---- ---- - - - --- -------------- Permit . . . . . . PLUMBING PERMIT Additional desc - - Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/06/08 Valuation . . . . 0 Expiration Date - - 8/04/08 ------------------------- -------------------------- --- -------- - ------------- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 --------------------- -- ------------- ---- --------- -- --- --- - ------------------ Fee summary Charged Paid Credited Due --------------- -- - --------- ---------- ------- --- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1250 . 00 1250 . 00 . 00 . 00 Grand Total 1250 . 00 1250 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptacpab.us Application Number . . . . . 08-00000172 Date 2/06/08 Property Address . . . . . . 1923 22ACE AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------- ---- ---------- -------------- --- ------ - - --------------- Application desc . sewer impact fees ------ ----- --- - -- --- -- ---- - ------------------ - - -- - ----- - -------------- ------ Owner Contractor ---------- ------ ---- - --- ---- - -- - -- --- - --- -- -- --- BAILLIE, CARSON M. OWNER 1923 BEACH AVENUE ATLANTIC BEACH FL 32233 --------------- --- --- -- --- --------- ------------ ---- ------ ---- - - - --- --------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/06/08 Valuation . . . . 0 Expiration Date . - 8/04/08 ---------------- -- --------- --------------- ------- --- -- - -- - --- - - - --- ---- ----- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 ---------------------------------------------- - --- -- --------- --------------- Fee summary Charged Paid Credited Due ----------------- ---- ------ ---------- --- ----- -- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1250 . 00 1250 . 00 . 00 . 00 Grand Total 1250 . 00 1250 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH, FLORIDA UTILITY PAYMENT PLAN AGREEMENT PROPERTY DESCRIPTION: OWNER: Carson B. Merry 1923 Beach Avenue Atlantic Beach, Florida 32233 PROPERTY ADDRESS: 1923 & 1923A Beach Avenue RE#: 1696900000 LEGAL DESCRIPTION: 9-2S-29E N Atlantic Beach Unit No 2 Pt Lot 51 - O/R Bk 2864-805 TOTAL AMOUNT OF AGREEMENT: .$11.722.73 This document shall serve as an extended payment agreement between you and the City of Atlantic Beach, Florida for the above listed total amount and for which said amount will be filed as a lien with the Court of the Circuit Court for Duval County, Florida until the entire balance is paid. CHARGES: Sewer Impact Fees $2,500.00 Contractor Amount 7,113.30 Filing Fees 35.50 TOTAL CHARGES: .$9,648.80 TOTAL AMOUNT FINANCED $9,648.80 TOTAL AMOUNT OF LIEN $11,722.73 TERMS: Number of Monthly Payments 120 Due Date Due monthly with your utility bill Billing Included on utility bill Late Charges 10% Failure to pay all charges will result in the water services being cut-off. Payment Amount $97.69 per month Total Interest over terin of loan $2,073.93 Interest Rate 4.00% LIEN: A lien in the amow-it of the TOTAL AGREEMENT above shall be executed and recorded against the above referenced proper-ties. The owner hereby agrees to pay all recording fees and costs involved with the execution of the lien. Upon payment being made in full, the lien shall be released of record. NOE& EAKIN ATTORNEYS AND COUNSELORS AT LAW WILLIAM G. NOE,JR. 599 ATLANTIC BOULEVARD PAUL M. EAKIN SUITE 6 ALAN M. FOODY ATLANTIC BEACH,FLORIDA 32233 904/249-7241 February 2 , 1988 Dr. Peter J . Cakmis 1619 Beach Avenue Atlantic Beach, Florida 32233 RE: Robert Henry Dear Dr . Cakmis: My client, Mr . Robert Henry, has requested that I contact you regarding the problems he has been having with you shutting off the water to his property. It is my understanding that a well located on property owned by you supplies the water for both your home and that owned by Mr . Henry , and has done so for well in excess of twenty years. Based not only on the length of time which the well has serviced Mr . Henry' s property, and the fact that there was originally either common ownership of both pieces of property, or some type of agreement regarding the water use, Mr . Henry has acquired an easement right to the continued use of that water. Mr . Henry has advised me that he has already had one of his pumps damaged due to the fact that you turned off the water . if this conduct on your behalf persists, Mr. Henry will have no other choice, than to take you to court not only to seek an injunction against you to prevent any further action of that type on your part, but to seek damages against you for the problems you have caused. Mr . Henry would be entitled to seek punitive damages against you due to the fact that your actions have been deliberate. Mr . Henry does not wish for this matter to have to end up in court, as he would like to live harmoniously with you as a good neighbor. However, any such repeat action on your part shall result in immediate legal action against you. Very truly yours, WILLIAM G. NOE, JR. WGN, JR./pd JA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001542 Date 11/13/08 Property Address . . . . . . 1923 BEACH AVE Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6095 ---------------------------------------------------------------------------- Application desc re roof main house ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BAILLIE, CARSON M. SCHULTZ ROOFING, INC. 1923 BEACH AVENUE 216 N. 20TH STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2315 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . RE ROOF MAIN HOUSE Permit Fee . . . . 61 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6095 Expiration Date . . 5/12/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 61 . 00 61 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 61 . 00 61 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 800 SEMINOLE ROAD.ATLANTIC BEACH,I'L 32233 CITY OF ATLANTIC BEACH OFFICE (904)247',826 0 FAX NO (904)247 5845 BUILDING-DEPT@COAB US BUILDING PERMIT APPLICATION 1 JOBADDRESS. 2.VALUATION OF WORK: 13,SO FT.UNDER ROOF �=eA-4enz:! I - F— - —1 4 LEGAL DESCRIPTION 5 CLASS OF VVCFRK: USE OF STRUCIUR11- C1 NEW BUILDING 11 DEMOLITION ORESIDFNTIAL LOT-_BLOCK SUB DIVISION 13 ADDITION CONVERTING USE 11 COMMERCW- 7 DESCRIPTION OF WORK. El ALTERATION ACCESSORY BLDG 8 FIRE SPRINKLER rv-rco-r (*Oon %IOUs(-:- 12'ReFAT17 Q�-CCof 0 POOL/SPA 11 YES El N ex-r-6(nie-P6 3p�ir FL ZSQ .16 C3 MOVE 0 OTHER El NO PROPERTY OWNER. CONTRACTOR: ARCHITECT/ENGINEER: 9 NAME 15 COMPANY NAME _23 COMPANY NAME Schultz Roofing Co, Tn - 16.NAME 24 LICENSEE NAME Douglas A Schultz 10 ADDRESS 17 STATE OF FLORIDA LICENSE NO 25 STATE OF FLORIDA LICENSE NO 1W Age4M.Ove- CCC0636989 18 ADDRESS 216 N 20tb St 26 ADDRESS Jacksonville Rcb , Fl 11 OFFIGJF PHONE. 12,FAX NO 19,OFFICE PHONE 12' FAX NO. 27 OFFICE PHONE NO 1 246 ,2315 247-3808 13 CELL PHONt 21�CELL PHONE 29.CELL PHONE 904-759-0063 14 EMAIL ADDRESS: 22.EMAIL ADDRESS: 30 EMAIL ADDRESS: schroof2315Ca)yahoo . com FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31 NAME 33.NAME 35 NAME. 32 ADDRESS 34.ADDRES& 36 ADDRESS. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or install R.tion has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended 01 abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells, Pools, Furnaces,Boilers, Heaters,Tarks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate anrl Ciat all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the r-f- 'ling or any part therof, until all inspections are fin2led and prior to obtaining a certificate of occupancy or completion il, as required by law. R: '122 �f OUR FAILURE MENT MAY RESULT IN YOUR PAYING TWICE F 051, ITY. A NOTICE OF COMMENCEMEN' N THE JOB SITE BEFORE THE FIRST INSPECTIO IG, CONSULT WITH YOUR LENDER OR AN A% 40TICE OF COMMENCEMENT. _l, ow? CONTRACTOR ---7--,_(Quatifier Only) (It Agent,Power of Signedi Date: Before me this day of 3y of .206in the countv Duval.State of Florida,has personAlly personally appeared herin by himself/herself and affirms that affirms that all statements and declaratjor,�a true and accurate Notary Public at Large,State of a Large,State of County of El Personally Known-3x— -iO`P�.rsonally Kr)wn 1;KProduced dentificat El Produced Idei fica on�. Notary SignatUl Notary Signature r -------- pUllq)cLPAK ROSALIND C K My COMMISSION#DO 544427 M ISSION#DD 544427 MY 25,2010 EXPIRES:August 25,2010 E IRES:Augus' COA9 FORM 6 E u Notary Public Undorwritaft 81110119d Thru Notary public Underwrite, FS 713.13 Returk to:,(enclose self-addressed stamped envelope Name: DOC#2W82753'U OR SK 14683 1 Schultz Roofing Co. , Inc. Number pages.I Page 1744, Address: Recorded 10/29/2008 at ol 28-PM, 216 N 20th Street JacksonVille Bch JIM FULLER CLERK CIRC--UIT COURT DUVAL Fl 32250 COUNTY This Instrument Prepared by: RECORDING$1o.00 Name: Rosalind Clark Address: Schultz Roofing Co. , Inc. 216 N 20th St. Property Agfj.VX*p&yAAAPj.jBeach, Fl. 32250 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPAC13 ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT I Permit No. Tax Folio No. State of Florida County of.a"A I I The undersigned hereby gives notice that Improvements will be made to certain real property,and In accordance with chapter 713 of the Florida Statutes,the following Information Is provided In this NOTICE OF COMMENCEMENT. Legal.desc i tion of property(Include Street Address,it available) &,Q�m five. 6h.41*j 6--;6 5 2ne-, /9, General description_Qf improvements Owner's Name A /,�� 'A�� A ddress — Owner's Interest in site of the improvement L- Z I S; Fee Simple Title holder(if other than owner_ Address Phone: Fax: Contractor Douglas A. Schultz Schultz Roofing Co. , Inc. CCCUJbVB9 Address 216 N 20th St asnville Beabhj F�fione:904-246-2315 Fax: 904-247-3808 Surety Phone:— Far Address Amount of bond$ Lender's Name Address: Phone: Fax: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- a vided by Section 713.13(l)(a)7,Florida Statutes. Name Address Phone: Fax: In addition to himself,owner designates Of Phone- Fax: t to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes. 'E Expiration date of Notice of Commencement(the expiration date is I year from the date of recording unless a different date is specified) Signature of Owner Printed Name of Owner i ic I have relied "the foil, *dent*rj ation or the Affiant CLAM --72 /?q — M 1:��) qVI -0 10 Afy o o and subscribed lcf�o�m nje thl day of 0. 11121 01 DD-*427 s 161 =�M- 68. a _X4 a,M., 4 M10 r LWAM111M Nottry Signature Printed Name I Fill I I I i I i1q:411ii I 0 First-class Mail Z— Postage.&Fees Paid USPS Permit No.G-10 A L U s- CITY OF ATLANTIC BEACH J ZJP+4 in this box Postage BUILDING AND PLANNING Cartffied Fee 800 SEMINOLE ROAD �NTIC BEACH, FLORIDA 32233-5445 Return Reciew Fee PostmaTk TELEPHONE: (904)247-5800 (Endorsement R*ired) Here kCH FAX:(904)247-5845 Fee http://ci.atlantic-beacfi.fl.us red) (End.. Total Postage&Fees $ 2233 Sent T4 I--------—--- -------------- ---------- a6T------------------ Dear Sir: An inspection of your property'at 1923-A Beach Avenue was performed on August 18, 2005. Under the City of Atlantic Beach Building Code, Chapter 6, Article 11, See. 6-16 as adopted from the Southern Building Code Congress, Standard Housing Code, 1997 edition,the inspection was conducted in response to a tenant complaint. The following items are not in compliance with City code: 1. Handrails interior stairwell at landing 2. Roof deck handrails not to code v .3. Nater leaks over doors and windows,// 4. Electric fixtures do not work,,j 5. Roof leaks 6. Electrical outlets have water stains 7. Exterior staircase has no lighting 8. Washing machine dramis into yard 9. Exterior walls shall. be free of holes, breaks, loose or rotting boards and any/ other conditions that admit rain. You are hereby notified that unless these violations are remedied within ninety (90) days from receipt of this notification, the City of Atlantic Beach will take action against you, as the owner. Violations of the city code can incur fines of'up to $500.00 per day, per violation from the Code Enforcement Board. Furthermore, you are reminded as a property owner and landlord of your responsibilities to both the tenants and the community to maintain your property in good order. 9-C TS UU �A euk k -A- co 305.16 Interior Floors,Walls,and Ceilings 305.23.2 Replacement or new skirting shall be 305.16.1 Every floor, interior wall and ceiling shall be constructed of materials intended for exterior use and substantially rodent proof,shall be kept in sound condition properly sized and mounted to prevent free access to the and good repair and shall be safe to use and capable of crawl space of the structure. Crawl space access grille or supporting the load which normal use may cause to be door and ventilation grilles shall be sized according to placed thereon. local code requirements. 305.16.2 Every toilet, bathroom and kitchen floor surface 306 MINIMUM DWELLING SPACE REQUIREMENTS shall be constructed and maintained so as to be substantially impervious to water and so as to permit 306.1 Required Space in Dwelling Unit such floor to be easily kept in a clean and sanitary Every dwelling unit shall contain at least 150 sq ft(13.9 m2) condition. of floor space for the first occupant thereof and at least an 305.17 Structural Supports additional 100 sq ft (9.3 m2)of floor area per additional Every structural element of the dwelling shall be maintained occupant. The floor area shall be calculated on the basis of structurally sound and show no evidence of deterioration the total area of all habitable rooms. which would render it incapable of carrying normal loads. 306.2 Required Space in Sleeping Rooms 305.18 Protective Railings for Interior Stairs In every dwelling unit, every room occupied for sleeping Interior stairs and stairwells more than four risers high shall purposes by one occupant shall contain at least 70 sq ft of have handrails located in accordance with the requirements floor space, and every room occupied for sleeping purposes of the Standard Building Codec. Handrails or protective by more than one occupant shall contain at least 50 sq ft(4.6 railings shall be capable of bearing normally imposed loads M2)of floor space for each occupant thereof. and be maintained in good condition. 306.3 Minimum Ceiling Height 305.19 Firestopping and Draftstopping 306.3.1 Habitable (space) rooms other than kitchens, 305.19.1 Firestopping shall be maintained to cut off all storage rooms and laundry rooms shall have a ceiling concealed draft openings both horizontal and vertical and height of not less than 7 ft (2134 mm). Hallways, to form a fire barrier between floors and between the corridors, bathrooms, water closet rooms and kitchens upper floor and the roof space. shall have a ceiling height of not less than 7 ft (2134 m), 305.19.2 Draftstopping shall be maintained to cut off all measured to the lowest projection from the ceiling. concealed draft openings in floor/ceiling assemblies and 306.3.2 If any room in a building has a sloping ceiling, in attics. the prescribed ceiling height for the room is required in only one-half the room area. No portion of the room 305.20 Interior Doors measuring less than 5 ft (1524 mm) from the finished Every existing interior door shall fit reasonably well within floor to the finished ceiling shall be included in any its frame and shall be capable of being opened and closed by computation of the minimum room area. being properly and securely attached to jambs, headers or tracks as intended by the manufacturer of the attachment 306.4 Occupancy of Dwelling Unit below Grade hardware. No basement or cellar space shall be used as a habitable room or dwelling unit unless: 305.21 Interior Door Hardware 1. The floor and walls are impervious to leakage of Every interior door shall be provided with proper hardware, underground and surface runoff water and are securely attached and maintained in good condition. Hasp insulated against dampness,and lock assemblies are not permitted on the exterior side of the 2. The total window area in each room is equal to at least door of habitable rooms. the minimum window area size as required in 303.1, 305.22 Bathroom Doors and 3. Such required minimum window area is located Privacy of bathrooms shall be afforded by doors complete entirely above the grade of the ground adjoining such with privacy hardware intended by the manufacturer for that window area,and purpose. 4. The total of openable window area in each room is 305.23 Skirting equal to at least the minimum as required under 305.23.1 Existing skirting shall be maintained free from 303.2.1, except where some other device affording broken or missing sections, pieces or cross members. adequate ventilation is supplied. Skirting shall be securely attached and sized from the 12 around to the lower outside perimeter of the structure. Standard Housing Codec 1997 Exception: Nothing herein shall preclude a written 303.2.2 Year round mechanically ventilating conditioned agreement between an owner and tenant that the air systems may be substituted for windows, as required tenant will furnish mechanical refrigeration equipment herein, in rooms other than rooms used for sleeping and/or a cookstove as required in this section. It shall purposes. Window type airconditioning units are not be an affirmative defense available to an owner included in this exception. charged with a violation of this section if such an agreement exists. 303.3 Bathroom Every bathroom shall comply with the light and ventilation 302.7 Garbage Disposal Facilities requirements for habitable rooms except that no window or Every dwelling unit shall have adequate garbage disposal skylight shall be required in adequately ventilated facilities or garbage storage containers, of a type and bathrooms equipped with an approved ventilating system. location approved by the applicable governing body. 303.4 Electric Lights and Outlets 302.8 Fire Protection Where there is electric service available to the building A person shall not occupy as owner-occupant nor shall let to structure, every habitable room or space shall contain at another for occupancy, any building or structure which does least two separate and remote receptacle outlets. not complywith the applicable provisions of the fire Bedrooms shall have, in addition, at least one wall switch prevention code of the applicable governing body. controlled lighting outlet. In kitchens, two separate and remote receptacle outlets shall be provided (receptacles 302.9 Smoke Detector Systems rendered inaccessible by appliances fastened in place or Every dwelling unit shall be provided with an approved by appliances occupying dedicated space shall not be listed smoke detector, installed in accordance with the considered as these required outlets) and a wall or ceiling manufacturer's recommendations and listing. When lighting outlet controlled by a wall switch shall be activated, the detector shall provide an audible alarm. The provided. Every hall, water closet compartment, detector shall be tested in accordance with and meet the bathroom, laundry room or furnace room shall contain at requirements of UL 217 (1989), Single and Multiple Station least one ceiling-mounted or wall-mounted lighting outlet. Smoke Detectors. In bathrooms, the lighting outlet shall be controlled by a wall switch. In addition to the lighting outlet in every 303 MINIMUM REQUIREMENTS FOR bathroom and laundry room, there shall be provided at least LIGHT AND VENTILATION one receptacle outlet. Any new bathroom receptacle outlet shall have ground fault circuit interrupter protection. 303.1 Windows Every habitable room shall have at least one wiudow or 303.5 Light In Public Halls and Stairways skylight facing directly to the outdoors. The minimum total Every common hall and inside stairway in every building, window area, measured between stops, for every habitable other than one-family dwellings, shall be adequately lighted room shall be 8% of the floor area of such room. Whenever at all times with an illumination of at least I foot candle walls or other portions of structures face a window of any intensity (10.76 lux) at the floor in the darkest portion of the such room and such light-obstruction structures are located normally traveled stairs and passageways. less than 3 ft (914 mm) from the window and extend to a level above that of the ceiling of the room, such a window 304 MINIMUM REQUIREMENTS FOR shall not be deemed to face directly to the outdoors and shall ELECTRICAL SYSTEMS not be included as contributing to the required minimum total window area. Whenever the only window in a room is Every electrical outlet and fixture, and all electrical wiring a skylight-type window in the top of such room, the total and equipment shall be installed, maintained and connected window area of such skylight shall equal at least 15% of the to a source of electric power in accordance with the total floor area of such room. provisions of the electrical code of the authority having jurisdiction. 303.2 Ventilation 303.2.1 Every habitable room shall have at least one 305 GENERAL REQUIREMENTS FOR THE window or skylight which can be easily opened, or such EXTERIOR AND INTERIOR OF STRUCTURES other device as will adequately ventilate the room. The total of openable window area in every habitable room 305.1 Foundation shall equal to at least 45% of the minimum window area The building foundation system shall be maintained in a safe size or minimum skylight-type window size, as required, manner and capable of supporting the load which normal or shall have other approved,equivalent ventilation. use may cause to be placed thereon. 10 Standard Housing Codec 1997 CHAPTER 3 MINIMUM STANDARDS FOR BASIC EQUIPMENT AND FACILITIES 301GENERAL heating an adequate amount of water as required by the Standard Plumbing Codel�)to not less than 120'F(49'C). No person shall occupy as owner-occupant or let or sublet to another for occupancy any dwelling or dwelling unit 302.5 Heating Facilities designed or intended to be used for the purpose of living, 302.5.1 Every dwelling unit shall have heating facilities sleeping, cooking, or eating therein, nor shall any vacant which are properly installed, are maintained in safe and dwelling building be permitted to exist which does not good working conditions, and are capable of safely and comply with the following requirements. adequately heating all habitable rooms and bathrooms. 302 FACILITIES REQUIRED 302.5.2 Where a central heating system is not provided, each dwelling unit shall be provided with facilities 302.1 Sanitary Facilities whereby heating appliances may be connected. Every dwelling unit shall contain not less than a kitchen sink, lavatory, tub or shower, and a water closet all in good 302.5.3 Gas heaters listed for unvented use shall be working condition and properly connected to an'approved permitted provided the total input rating of the heaters is water and sewer system. Every plumbing fixture and water less than 30 Btu per hour per cu ft (314 W/ml) of room and waste pipe shall be properly installed and maintained in content.Such heaters shall be prohibited in bedrooms. good-sanitary working condition free from defects, leaks, and obstructions. 302.5.4 The use of any liquid fueled unvented heating appliance shall be permitted in one and two family 302.2 Location of Sanitary Facilities residences only, providing such appliance is tested and All required plumbing fixtures shall be located within the listed by an approved laboratory according to dwelling unit and be accessible to the occupants of same. requirements of UL 647 (1984) and providing the fuel is The water closet, tub or shower and lavatory shall be located stored in containers meeting ASTM ES-8 for kerosene in a room affording privacy to the user and such room shall containers. have a minimum floor space of 30 sq ft (2.8 M2) with no dimension less than 4 ft (1219 mm). Bathrooms shall be 302.5.5 Any metal flue pipe that has been connected to a accessible from habitable rooms, hallways, corridors or wood heating appliance that has experienced a flue fire other protected or enclosed area. shall be replaced unless otherwise specified by the manufacturer's instructions. 302.3 Hot And Cold Water Supply Every dwelling unit shall have an adequate supply of both 302.5.6 Any metal (pre-fab) fire place unit that has cold and hot water connected to the kitchen sink, lavatory, experienced a chimney fire shall be replaced unless and tub or shower. All water shall be supplied through an otherwise specified by the manufacturer's instructions. approved distribution system connected to a potable water 302.6 Kitchen Facilities supply. Every dwelling unit shall contain a kitchen equipped with 302.4 Water Heating Facilities the following minimum facilities: Every dwelling unit shall have water heating facilities which are I. Food preparation surfaces impervious to water and properly installed and maintained in a safe and good working free of defects which could trap food or liquid. 2. Shelvin , cabinets or drawers for the storage of food condition and are capable of heating water to such a temperature 9 as to permit an adequate amount of water to be drawn at every and cooking and eating utensils, all of which shall be required kitchen sink, lavatory basin, bathtub or shower at a maintained in good repair. temperature of not less than 120'F (49'C). Such water heating 3. Freestanding or permanently installed cookstove. facilities shall be capable of meeting the requirements of 302.4 Portable electric cooking equipment shall not fulfill when the dwelling or dwelling unit heating facilities required this requirement. Portable cooking equipment under the provisions of this code are not in operation.Apartment employing flame shall be prohibited. houses may use a centralized water heating facility capable of 4. Mechanical refrigeration equipment for the storage of perishable foodstuffs. Standard Housing Codec 1997 9 D U\7 CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.adantic-beach.fl.us Thursday, December 0 1, 2005 Mrs. Carson M. Ballie 1923 Beach Ave. Atlantic Beach, Fl. 72-233 Dear Carson, I have completed an inspection on your property located at 1923-A Beach Ave. I have found the non-complying Building Code items addressed in Larry Higgins letter of August 24, 2005 to be in compliance. I have attached a copy of Mr. Higgins letter for you information. Sincerely, Don C. Ford CBO Building Official Cc: File Larry Higgins CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD -5445 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http,//ci.atiantic-beach.fl.us August 24, 2005 Mr. Carson M. Ballie 1923 Beach Avenue Atlantic Beach, Florida 32233 Dear Sir: An inspection of your property at 1923-A Beach Avenue was performed on August 18, 2005. Under the City of Atlantic Beach Building Code, Chapter 6, Article 11, Sec. 6-16 as adopted from the Southern Building Code Congress, Standard Housing Code, 1997 edition, the inspection was conducted in response to a tenant complaint. The following items are not in compliance with City code: 1. Handrails interior stairwell at landing; 2. Roof deck handrails not to code 3. Water leaks over doors and windows 4. Electric fixtures do not work 5. Roof leaks 6. Electrical outlets have water stains 7. Exterior staircase has no fighting 8. Washing machine drains into yard 9. Exterior walls shall be free of holes, breaks, loose or rotting boards and any other conditions that admit rain. You are hereby notified that unless these violations are remedied within ninety (90) days from receipt of this notification, the City of Atlantic Beach will take action against you, as the owner. Violations of the city code can incur fines of up to $500.00 per day, per violation from the Code Enforcement Board. Furthermore, you are reminded as a property owner and landlord of your responsibilities to both the tenants and the community to maintain your property in good order. APPEALS Any person receiving written notice from the housing official of deficiencies in his property under this code may within 30 days following the date of such notice enter an appeal in writing to the Housing Board of Adjustments and Appeals. Such appeal shall state the location of the property, the date of the notice of violations, and the number of such notice. The appellant must state the variance or modification requested, the reasons therefore, and the hardship or conditions upon which the appeal is made. Regards, L LARRY J. HIGGINS Deputy Building Official cc: D. Ford A. Sheffer Ara Diaz L CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us r August 24, 2005 Mr. Carson M. Ballie 1923 Beach Avenue Atlantic Beach, Florida 32233 Dear Sir: An inspection of your property at 1923-A Beach Avenue was performed on August 18, 2005. Under the City of Atlantic Beach Building Code, Chapter 6, Article 11, Sec. 6-16 as adopted from the Southern Building Code Congress, Standard Housing Code, 1997 edition,the inspection was conducted in response to a tenant complaint. The following items are not in compliance with City code: 1. Handrails interior stairwell at landing 2. Roof deck handrails not to code Water leaks over doors and windows 4. Electric fixtures do not work 5. Roof leaks 6. Electrical outlets have water stains 7. Exterior staircase has no lighting 8. Washing machine drains into yard 9. Exterior walls shall be free of holes, breaks, loose or rotting boards and any other conditions that admit rain. You are hereby notified that unless these violations are remedied within ninety (90) days from receipt of this notification, the City of Atlantic Beach will take action against you, as the owner. Violations of the city code can incur fines of up to $500.00 per day, per violation from the Code Enforcement Board. Furthermore, you are reminded as a property owner and landlord of your responsibilities to both the tenants and the community to maintain your property in good order. APPEALS Any person receiving written notice from the housing official of deficiencies in his property under this code may within 30 days following the date of such notice enter an appeal in writing to the Housing Board of Adjustments and Appeals. Such appeal shall state the location of the property, the date of the notice of violations, and the number of such notice. The appellant must state the variance or modification requested, the reasons therefore, and the hardship or conditions upon which the appeal is made. Regards, L LARRY J. HIGGINS Deputy Building Official cc: D. Ford A. Sherrer Ara Diaz Ji CITY OF ATLANTIC BEACH 800 SEAMOLE ROAD -51 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032469 Date 3/08/06 Property Address . . . . . . 1923 BEACH AVE Tenant nbr, name . . . . . . INSTALL 1 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BAILLIE, CARSON M. OCEAN STATE HEAT & AIR 1923 BEACH AVENUE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WIFH ALL CITY OF ATIAN717C REACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING()MCIAL .k ell CITY OF ATLANTIC REACI. .; .7, PER-MI-I' APPLICATION UCHAIN N D;xte: Property Address: aA&4-4�, . ......... Owner: 0,at4-6-n Telephone 4: 6&o -3 3-7(/ Contrzwtor: 0 Telephone .,"- Contr-,ictorA(I(Ire-,-,,: 141(p (�Tt K�Ir" I nE-.-- FaAr"r:P4q-9Q(40 W cotuideradini ot permic-.riviai zlcr iloing'he wnrk w;dmur.ibed in(III:abuve srarenicnt.we horchy agrec to perionit said work ia aCCO11131xv.. with rbe amchcd pians and%r=i fications.which ire a purt harw f and in 04rdantA Wilh file(,'icy of A 11011611;DMICh OrdinWIM And--,VkTWk(d$Of _Tod q nwoce I sted thtretiv. 'tion,is being donc on fts building Ty V 0 PC III"H eatilta Fuel: If ithcr constnil. Or' or site,ti,,;r the huilding pertrift numben * Gas: —LP —Nawal :::�Mtml Utility * Oil * Other -Specify ME C ANICAL'EQUIPMENT TO BE INSTALLED N AT U RE 0 r IN UKK Heat Space _Recessed ""Central Ploor e kesidendal u Air GorZitioning., —Room Centrad — 0 Duct System: IMAMial Thickness Cl Commercial 0 Rei�igeration Mxximum capacity —c(M C1 Nc�v Building Q Cooli no Tower:Capactty —9pm Q E.-istiniBuilding -'.:I r-ire Sprinklers:Number of Heads M Bluviauk. -- — MaIllift EacalaTGT ��umbi:T) 2— Repluvemeox System Q Gasoline filmos —Number) U I'aaks . (1,4 urn b L,r) Q New(nstallarion 0 LPG Containcri (Nitunbor) (Nil-trtern.rreviousiy installed) Q Unfired Pre3sure Ve3sel 0 13-acrision or Add-*a*Existixta System C3 Boilers 0 Gas Piping 0 U Other—Specify i LIST ALL P.OMPMENT MA(,ONDITIOKU4(y.REFIUGPAtit'l-ION EQUTPIALN. T CONDENSORIS Mumbt;v Units N=riptinn Modd"i Maitufu,;Iurtr 'Von's AgMICY IIEATINC. ROILMN.FIMCVUt�Vj U.UX UA�N ULLWIS) Appravint!. f1hunbcr(jaits L)exuripciun ?vlvdti 14 MuntiPacnirer 13TU'i Agency —---------- AIM a?I-6-6360A 1,444q 6,00 U L ;—T.;TICS ;q1I M"15 U-11""IP11':icy Typ.-Liquid zerial Approving How evtallv W Mrneminns CrItIrlined IMunuftuaurer No. $jll '.,,ierninolv lkoad- Atlantic Beach. Florida 3Z2.3j-5-4-45 Pbismt- (1)(14)7-47-iR110 - II'a-v. (904) 2-17-534-5 - h rri%:1/ww-tv.oi.a fla n tic-b cau h,11.us' Sipas-6*2—*013 3/U a%v%g U0aQ0 d82 : 10 go so Jew ----------- ---- -5i-at COkIPLETE THIS SECTION ER COUPLETE THIS SECTION ON-DELIVER- i • Complete items 1,2,and 3.Also complete A. ig u item 4 if Restricted Delivery Is desired. • Print your name and address on the reverse X E3 Addressee so that we can return the card to you. B. Receli d by(Prin'-te�Namle) ' C. Date,of Delivery • Attach this card to the back of the mailplece, 0?,o or on the front if space permits. /) 1--t-IV (�4 t LLLI:wl 1. Article Addressed to, D. Is delivery address different from item 1? 13 yes if YES,enter delivery address below: No _0 3. Service Type Certified Mail [3 Express Mail Registered 0 Return Receipt for Merchandise 113, 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service 7004 1160 0005 1857 3945 PS Form 3811,August 2001 Domestic Return Receipt 2ACPRW3-P-41)A1 27937 METRO GRANCS-JACKSONVILLE,FL CITY OF ATLANTIC BEACH No. 1735 FLORIDA June 21 88 NAME Mrs. John Baillie (Carson B, Merry) 1923 Beach Avenue ADDRESS CITY Atlantic Beach, Florida 32233 1non Up Hydraulic Share #40-229-00 $1,0,10, i;,O., or" E A 101' 9 Water Impact Fee #40,343�3700 7S 1735 -00c, JUN 211981 7'-U,3 $1,�09,QP/21 i 10i -1923 Beach Avenue ok-I q� 93 z> M Z> C)z M OP OP rq C> C> > I > tn-4 M MM a Z. ;0 0< < > d, M> z > z MAKE M M M in tER CITY X r 6-h r 5-h M M T w I X � X ; z 0 0 —>4 0 zn zz fa z 2 4 !!- 5; N 41 Z x w xM 0 5 Cl) > > > x w 01 > > P" M 0 0 0 x A C— M C— c 41 x 0 X > < = k0u, T1 z Z - � n son m > M M j M q�g 5 ).-A woo �PA Cr C C� C 0-1 M M> z r r z 3 Different Mailing Address SERVICE ADDRESS)%,)2� ACCT. # 917� Different Mailing Address NAME��W.�� SERVICE ADDRESS ACCT. City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ---1--BATHROOM GROUP CONSISTING OF -----SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) -----WATER CLOSET VALVE CLOSET, TANK OPERATED (4) VALVE OPERATED (8) A--BATHTUB/SHOWER (2) -----URINAL WALL LIP (4) -----SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) -----SHOWER STALL DOMESTIC (2) -----LAUNDRY TRAY (2) -----LAVATORY (1 ) -----COMBINATION SINK AND TRAY (3) -----WASHING MACHINE (3) -----POT, SCULLERY SINK (4) -----DISHWASHER (2) -----WASH SINK EACH SET OF FAUCETS (2) --I --KITCHEN SINK (2) -----DENTAL LAVATORY ( 1 ) KITCHEN SINK WITH WASTE GRINDER (3) -----DENTAL UNIT OR CUSPIDOR (1) -----BIDGET (3) -----URINAL STALL, WASHOUT (4) -----FLUSHING RIM SINK (8) -----COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) -----URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) -----DRINKING FOUNTAIN ( 1/2) -----LAVATORY, BARBER/BEAUTY SHOP (2) -----LAVATORY, SURGEONS (2) -----SURGEONS SINK (3) ---I--ICE MAKER (1/2) WET BAR (2) TOTAL FIXTURE UNITS_-/ ----- @ $20. 00 EACH $ -- -------- ------- JOB INFORMATION City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXEDIAT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 4W�ATHROOM GROUP CONSISTING OF -----SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) WATER 6LOSET VALVE / _WATER CLOSET, TANK OPERATED (4) VALVE YPERATED (8) 1 ",O- BATHTUB/SHOWER (2) ----__URINAL WALL LIP (4) -----SHOWER GROUP PER HEAD (3) -----FLOOR DRAIN ( 1 ) -----SHOWER STALL DOMESTIC (2) LAUNDRI 11 TRAY (2) LAVATORY ( 1 ) -----COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) -----POT, SCULLERY SINK (4) __I--DISHWASHER (2) WASH Si i NK EACH SET OF FAUCETS (2) -----KITCHEN SINK (2) -KITCHEN SINK WITH WASTE -----DENTAL LAVATORY ( 1 ) GRINDER (3) -----DENTAL �UNIT OR CUSPIDOR ( 1) -----BIDGET (3) -----URINAL � STALL, WASHOUT (4) -----FLUSHING RIM SINK (8) -----COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) ---- DRINKIN FOUNTAIN (1/2) -----LAVATORY, BARBER/BEAUTY SHOP (2) -----LAVATORY, SURGEONS (2) 1-----SURGEONS SINK (3) ICE MAKER (1/2) -----WET BAR� (2) _5 -C-) TOTAL FIXTURE UNITS @ $20. 00 EACH $ -"�5 --- - --------- JOB INFORMATION ---------------------------------- ---------- 2 USE THIS FORM FOR ESTIMATES ONLY w DESCRIPTION QTY. MATERIALS LABOR TOTAL 6" Xl" TAPPING SADDLE 1 13 25 ill CORP qTop 1 99 3f)- 3/4" CURB STOP 1 12 1" X 3/4" YA= ADAPTER 1 77 YB= BOX 1 12 00 GALV PIPE 21 15 1 11 goo T, PN7c, 1 1 gn 1" PVC PIPE 10 6 70 SUB-TOTAL $83 40 1 1 1()0_� () H , R -14 91 ;4- 3 = FUMO DIG($20.45/IR) FOP, 5 HRS $102 25 30% 0. H. 30 67 rr"PAT, - $la2 32 AI(AlAIS——lAnon--TOTAL TOTAL $91174 1 $132192 7�224 66 MISC. JOB EXPENSES AMOUNT 0714tn JOB EXPENSES 10 2 Trucks ($10.00/TRUCK TOTAL COST FOP, 5 HPS TOTAL SELLING_PnICE LESS TOTAL COST Gnoss Pnom LESS OVE 1111 LAO COST OF SELLING PniCE_ TOTAL NET PROFIT oaMtff mENT Of, CITY OF ATILA LOCATIORIINFORNATIOX� 2 kddreas:' 19� 3, REACH AVER Z *A _ ATLA NTIC SEACH#�':'FLORIDA t02233 'Ty pot ------ Lk IMS SAL: t Section I onij�� Typo 00D 'FRANZ e 0' R Subdivifticiftl to:.00 C.0#jt' --t proV. *25-50 Poo Amount ri Work T IN FEE 10 Name's �F E 40�00 "PAC, 9 NUE. *A Ador $0 00 0 T 'PU q wj iij, e'FLORIDA 3,,�:,23 11 1 t e AT A -w R, ------ RA009 *Q*00 FORNAT1110 �lso.00 memo abia & TIL E VATER I A "I'M 00, AdOr L ' A fr 32250 J T 0 S EC SEC., 0 m ixPACT FEE AIR,* NO. NOTE g t NOTICE A��CoNCReTE.FOMAS AND FOOTINGS MUST BE%tfwo� SFORE ]RING! SIX MONTHS AFTER OATE OF,ISISUE, BUILDING MATERIAL RUBBISHrAND-DEBRIS FROM THIS WORK MUSTNOT BE,PLACED IN PUBLIC$PACE,%AlND MUST" EDUPAND' A R R AULEDAWAY-SY EITHF_R,C6Nt ACTOR OR OWNER TAILURI i:�o 'W CA _ HANICSr: MEC EN LA mw E r TWICE FO P INA N 41. r"NG TO T"i _0_ -o,PLANS'WHICH AREPART OF 1HIS PERMIT ................ "Q3 IONS Of LAW. ,RTM ENT j ,5sil CITY OF ATLANTIC BEACH APPLICATIO14 FOR PLU11,1BING PERMIT /.2"? A JOB LOCATION-/ 7/- PLUMBING CONTRACTOR A I LICENSE NUMBE.RS_ 5c)j_?o 71� OWNER /5 BUILDING CONTRACTOR TYPE OF BUILDING 5',f * 7/� � --e �elld ',�SHOWERS SINKS V"�LAVATORY -WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS 61) WASHING MACHINE OTHER FLOOR DRAINS TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF* THE SOUTHERN STANDARD PLUMBING CO.DE . -ILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACHJLOR IDA A-1 MW, ELECTRICAL PERMIT Z 1 Z Z Dote 1612," Fee $ Permit No. Location Between and This is to certify that 0. was (Eloctnkal Controctor) hos permission to install Electrical Construction as described herein in C9 U accordance with the provisions of the Electrical Code and regulotl7s z A of the City of Jacksonville, and subject to the information shown on t e W x -application, drawings and specifications which ore made a port of this permit. *at&* I- CL Type of work: 1110614600W,, A01*4110 W SERVICEIMUU SOW. 160 20,4111^� 104 30# 30 11110 Feeders- X Outlets- 0 U tu Receptacles: 0 Switches: LA Incandescent: Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER THIS, PERMIT DURING ANY SIX ISSUED:BY.- Sectrical.11nowtion Sup*Mwr MONTHS PERIOD, PERMIT BECOMES VOI App"W", CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IWACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 414iv v iL.Ac rlx;<- C" ELECTKICAL FIRM: MASTER ELECTRICLA SIGNATURE JOURNEYMANN '_�(I I so NAME Z/,"6 ADDRESS: RFD-130X BLDG.SIZE - BETWEEN: RES.I PK' APT.( COMMA I PU13LIC I INDUS. NEW( OLD( I REW.I I ADDITION TRAILER ( TEMP.I SIGNS ( SQ. FT. SERVICE: NEW( INCREASE ( I REPAIRt4� FEE CONDUCTOR SIZE AMPS COPPERf I ALUIVIJ SWITCH OR BREAKER AMPS PH Wl VOLT RACEWAY EXIST.SERV.SIZE ;2-0 6 AMPS 7 Wl ':�-q"OLT S" RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDI OPEN TOTAL RECEPTACLES CONCEALEDI OPEN TOTAL 1 1*1*AM�� 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVE'R APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 2= 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELEANEOUS PSA-01W 11520 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PZRWIT� INFORMATION -------- LOCATION INFORMATION -------- - Permit Number-. 11520 Address,- 1923 BEACH AVENUE Permit Type: RZ-11001P ATLANTIC BEACH, PLO,RIDA 32233 �C:lass of Work; NEW --------- LEGAL DESCRIPTION ----------- Constr4 Type: WOOD FRAME �Lot* Block, Section:, proposed Use: SINOLZ FAMILY Township,, RNG: 0 ''Dwel lings , I dode: Subdivision: NORTH ATLANTIC BEACH Estimated Value:, $3006.00 Improv. Cost: 0.00 Total Fees: $25.00 ' Amount 925 �00 D 2/,�7/96 T GARAGE Work D RM&TION ---------- APPLICATION FEES ( OFPZRMIT V $25.00 ' AVENUE WATER IMPACT FEE 90.00 CH, FLORID, 3 ' S, 'IMPAC FEE $0 00 U "'U 5 A sw �O Ap- ------- RADON CAB 5% V T INF & ON PRX T $0.00 z I ame. CAPITAL IMPROVE. $0 .00 V ST ::CTt Al 2161 01T REET _$TE A S0 .00 CROSS'M;NECTIFN L'i,cense: $0 .00 Type, 7 H IMPACT PEE Z 000p� CONgT�,SURCHARIGIE .00 :;E L � CH B 0 SCHARGE/ATLI.BCH AT $0. 0 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECT, 60 BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND,DEBRIS FROM THIS WORK MUST NOT 13E PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPAND HAULED AWAY,BY EITHER CONTRACTOR OR OWNER ''FAILURE TO' COMPLY WITHTHE MECHANIC'S LIEN,0.W ,CAN RESULT IN AYINGTWICE FOR THE BUILDING IMPROVEMENTS BE IN P9, I$%=1 ACCORDING.TO APPROVEDPLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO RE)W&TIRN FOR 1: ,, OF APPLICABLE PROVISIONS OF LAW. 121/211196 01 Jul Q60MOM AT7 kC YA 0 EP CITY or ALhXTIC BRAC31 ROOFING PnKIT APPLICATION owner(s) : z Address:- Phone Lot # Block or Unit Subdivision: Contractor: Address: 2-16 A/ City, State and Zip z'2'K- P h o n e z-'—'&-", State License # e'—"c-C 0, Describe work to be performed: - Valuation of Proposed Construction: Materials to be used:— Signature of Owner; Signature of Contractor:_ Liability Insurance Supplied Workers Compensation Insurance Supplied— License Informatio 5675 DEPARTMENT OF BUtILDING CITY OF ATLANTIC BEACH PERM IT,,' INFORMATION LOCATION INFORMATION --------- Po-roit Numbi0r: 5675 Address 1 1$23 BEACH AVENUE ,Permit T�pi�,; OTHEiUl"', ATLANTIC BEACH, FLORIDA 32233 iclaas of Work: N/A' ------------ LEGAL DESCRIPTION ---------- Ponatr. Typet :CONICRETE Lot: , Block: Sectiont Proposed Uso: .,SINGLE FAMILY TovnshiiO t RNGt 0 Dwellings: 1 Codet, 0 Subdivision;, glitiostod Value: *0.'00 10prov. Cost r $0.00 Total, I?, Amou $25.'00 7.Z20.4!92, �DRI Y R PLANS P LICATION F PERMIT $25.00 A d AVENUE WA FEE,�ggaqj $0.00 dress WA IMPACT ir w E *0.00 C", FLOR A- FE Z "Irl "e, le RADON GAS *0.00 RADON GAS 5% $0. 00 am4: " RO Y OR WATER TAP *0. 00 SEWER � ,AP $0. 00 HYDRAULIC SHARE Typet I RE-INSPECT FEE -*Q.00 O'.� 00 SEC. H IMPACT FEE Tts". NOTICE—ALLCONCRETIE RMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBSISH AND DESRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE �CLEAAED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER T FAILUAE,� TO.'COMPLY'VITH THE MECHANICS' LIEN LAW CAWRESULT IN M E FOR SUILDIN, IFITYOWNEA' 'A ING IC G IMPROVEMENTS." 07/20/W VALIDATION DATE. jLmi Vzovy ISSUED (L ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU &EVOCAT1*01 OFAPPLICASLE PROVISIONS'OF LAW. $.00 Tit ATLANTI CBEAC,1141 UIL, DING DEPARTMENT CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIO S Owner(a) A d d r e a a L7-'� Phone: L( Lot # Block or Unit Subdivision: Contractor: L-r-V1 r:�,2&-c--Ati-c Describe work to be done; -k&--LNx&.V-e---<P-1 -w- >:n3yr kj" ----------------------------------------- Present use of building:...Jtlp-tu<-- ------------------------ J--- Valuation: Proposed use:---------------------------------------------------- Is this an addition?__LV If yes, what are the dimensions of the added space:---------ft. x ---------ft. Will the added area be heated and cooled?-_A) p .. New electrical (or increase) ?_Ojo New plumbing fixtures?_A)o New fireplace? 'Q 1U D _L_0NevIHeat/AC7_ .. SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, .ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:-------------------------------- Date------------- Signature CONTRACTOR Date% JUL 2 1U PSR,%44 �DOPAR N TME T OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFO MATI ON ------- LOCATION INFORMATI I ON ermit Number., A$�2661 Addrogst 1923A BEACH AVENUE Permit,- Type;PLUMS IN0. ATLANTICBRACH, PLORIDA 3223,3 ' 'Class of Work:ALTZR1AT,1,ON --------- LEGAL DESCRIPTION ---------- Constr.t� Ty Lot: Twp.* 0 pe:14000, FROM Block* Proptsed' U30"SINGLt- FAMILY 1 S , ectidw 0 Subd: Rnq: 0 Dwell I ind,$:: Subdivision: -Zst'.� value!., 0 .00 im-prov. Cost,., 0.00 Fees:: Tota 2115.Do, Am o WAX t p a % 26.00 Date /1,997 Work' D : ------- --------- APPLICATION FEES ---------- TION Name. 'A I LL I it, 25.00 Add- FLORIDA 32 3 A Pho arlpt A FORKATIP)4 ...... 'c 'k Na, Addr: it AL, DR11-Ift-y'� 01CLANVY0,1 Lie'. CPC0326 A- 4 NOTES: NOTICE—ALL CONCRETE,FORMS AND FOOTINGS MUST 13E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATE'RIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOTSE,PLACED IN PUBLIC SPACE,AND MUSTBE CLEARED UP AND HAULED AWA�.BYEIIHER CONTRACTOR OR OWNER ' FAILUI ' CA ' F Re td�td WITH THE, MECHANICS' LIEN LAW 'N, R MULT IN Y 'MENTS.91p T 14E IXR0,PERV1'-0***R,:PAYI NG TWICE,FOR 13UILDIkG1JM' PROVt ISSUED ACCORDfNG',td,A0PAOV1ED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO'REVOCAYION,F, 'ICA OV - N, 4 'TION 61ivAPPL 6LE-,PA ISIO SOFLAW. CHE DINr w ATLANTIC,BEACH SUI T, ENT �621W 41 (i u u u<0 qj�-Qj qj Qj qj qj qj qj ILL k,) Out- _j , jU 11 CITY OF ATLAN;IC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -�-3-A 1+1-Z-4N77c OWNER OF PROPERTY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS; -oe-. 0060AM-L- STATE LICENSE NUMBER;.&r-0061�3-7 TELEPHONE.. .416-7/�73 -4-,�4 o HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS LOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER GVLV TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE $ SIGNATURE OF OWNER:— n t�n b441, -L C b44116 SIGNATURE OF CONTRACTOR� VV ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF ATLANTIC BEACH, FLORIDA /17 t-V Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: t 1960 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. F/0 kf don/14 41� ELECTRICAL FIRM�,, MASTE.R ELECT'RICIAN SIGNATURE _JQUBNEYMAN NAME ADD R R F D_B0 X BLDG. SIZE -BETWEEN: RES. APT. ( COMK PUBLIC INDUS. NEW ( OLD ( REW. ADDITION ( ) TRAILER I TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER ALUM. ( SWITCH OR BREAKER AMPS PH w VOLT . RACEWAY EXIST. SERV. SIZE ano-O AMPS PH 3 W Zyd VOLT 5XV RACEWAY FEEDERS NO. SIZE INO� SIZE NO. SIZE LIGHTING OUTLETS CONCEALED � OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS 1_0 ER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 VOLTAGE PHS MISCELLANEOUS 'ff" 1A MY (An TRANSFORMERS: UNDER 600 V. OVER 600 V. &&&amok Residential Commercial Industrial Heating & Air Conditioning January 30, 1997 Don C. Ford Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: 1923A Beach Avenue Permit No. 13206 Dear Mr. Ford: The purpose of this letter is to verify that a pressure test was run at the above-referenced residence after repiping the home on 1/27/97. Pressure was at 110 lbs for one hour and built up to 125 lbs. (due to thermal expansion). Thank you for your assistance. RECEIVED /0,91INCerely, FEB 4 1997 City of Atlantic Beach (4�niel C. Shaw CF C032627 Building and Zoning 5613 East Colonial Drive - Orlando, Florida 32807 - l`407) 273-6260 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)24�-5800 FAX(904)247-5805 SUNCOM 852-5900 DATE :30 C)(J JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie.- Final Inspections on the following locations have been completed and approved.. PERMIT NO. ADDRESS 4 0 42-1 2 Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20483 Address: 1923 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 ermit Nun Pe nit 1 f V 7CIas; ok* n-0 C Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): Blot: Section:0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 0 Date Issued: 8/14/2000 Name: J' HN BAILOE Total Fees: 25.00 Address: 1923 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/14/2000 Phone: (904)246-2315 Work Desc: ESS200AMPS 1 PH 3VV 240V'SEURW KEPLACE EIAD METER CAN BROOKS & LIMBAUGH PERMIT 25.00 FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBI�H AND DE13RIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 8/14/00 01 Receipt: 0080195 0, CASH — 00100003221000 ATONTIC BEACHA3UILDNQJL)EPT. CITY OF 7Q4a14c Be"A-1164zz Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received RM. Job AdcIT-8-s' L lity Ws Owne & Name Contractor BUILDING CONCRETE ELECTRICAL (-PL_qMBING MECHANICAL Framing 11 Footing El Rough Wiring E Rough E Air Cond. & Re Roofing Lj Slab 17 Temp Pole L'-, Top Out El Heating Insulation 17i Lintel 1:1 Final 17 Sewer El Fire Place READY FOR INSPECTION Pre Fab Tues. Wed. Thurs. Friday Pm Inspection Made �A.M. Inspector— Final Inspection F] Certificate of Occupancy U. Date CITY OF Be4C.4-I&W64 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received Job Add L Ii y Owner's Name dip�1 Contractor BUILDING CONCRETE CEL—E�F—RICACD PLUMBING MECHANICAL Framing 1-1 Footing El Ro`u—g—hW1`rmg Ei Rough El Air Cond. & El Re Roofing 1-1 Slab F] Temp Pole El Top Out F] Heating Insulation D Lintel El Final P Sewer 11 Fire Place El Mon. READY FOR INSPECTION Pre Fab (aD Tues. (Ed) Thurs. Friday_pM, AM Inspection Me ,-0 P Inspector— -&f—6 Final ln�spection er cupancy Ej Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMW 114FORKA 10k, LOO"ONN I ON Permit Number: 23131 Address: 1923 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNWINFORMATIOX- Date Issued: 12/07/2001 Name: CARSON BAILIE Total Fees: 37.00 Address: 1923 BEACH AVENUE Amount Paid: 37.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/07/2001 Phone: (904)246-1842 Work Desc: REPLACE HEAT PUMP AND -FEE CONTR C-TOA PLLCATION -S ir il� N "t-uA R., �7 f xc now I gx-�- FINAL f --q I'M�C ... .. �Kl. .'ke g! gl TION NOTICE BUILDING MATERIAL, JN�p LIC SPACE, AND ........... MUST BE CLEARED I I i7 IN THE "FAILURE TO COMP PROPERTY OWNER P ISSOED ACCORDING TO APPRO AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLI IF PRi P DEC 20M $37.111111 14 hte, 12/11/@1 91 RKeipt: 01711118 NTIOPEACH bUILDIN DEPT. 16892 DECKS BUILDING AND ZONING INSPECTION DIYISION CITY OF ATLANTIC SFACH A7%A"C se"C�%FLORIDA 3XI33 APPLICATION FOR MECHANICAL PERM' IT --EALL-ji NumsER IMPORTANT—Applicant �o complete all items in sections 1, 11, 111, and IV. LOCATION Street Address: OF I latersocfIng Streets: Satoon r, And i-K BUILDING ILIDENTIFICATION —To be completed by ail applicants. In co"'J"'a"O" Of Permit given for doing the work as described in the above itatoment,we hereby a9fe9 to Perform said work in jccor�afics with the attschpj plant and 1pocificot;ons which are 4 Part hereof and in occo,da.ce �iN lh* C;fY Of Jaciio-�;lle ordinances and standards of good.proctice listed therein, Name of Mochani , I Contractor I print)" C�t;�Ak. Contractors I Matter Name rtof Prope y Owns Signature of owner at Authorits I:c-t Engi...r UL GEN L INFOR A. Type of hooting soctric IS OTHER CONSTRUCTION BEING DOME ON THIS BUILDING OR SITE I__ Aj 661-7—. Lis Natural C; Central Utility Oil IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT IV. MICHANr—kL JQUIPMBKT To It INSTALM NATURE OF WORK �lere'itk compiete list of compotionts;an backof this form) Residential or 7_ Commercial Heat SPece C: Recessed 'K Centrej Fgot -Now Building ,eT Air C4nattfifting- M Room 2 Central Existing Building Nct, Sydom. MaftrisL- Thicknsstr-- Replacement of existing system Maximum capacity Now Installation(No system previously InstalleM C; Reffilersition Extension or add-on to existing system C] Cooling ht-of Capacity CZ Other—Specify Ste sprinklers: Number of hood Elovetof E3 MoAlift Escalator THIS SPACE FOR OFFICE US&ONLY C3-Gasoline bumpL�(nurnber) rask, (tivenboo?) Remarks LPG containers—(ne,mbast) Unfired pmsvft vessast loonew, lsormi� Approved by_ ogfe,_ 0*.—.Spwfy Permit Fv-_ LIST ALL EQUIPMENT AIR CONDMOMNG AND REFRICERATION EQUIPMENT Deactriptica Model Number Manufacturer capascity Approw I tug (Tons) Agency HEAT�NG - FURNACES, BOILERS, FI]REPLACIM Nuather t7stits Dwripocal 111110"Number Manufacturer H= A4111110y A HNAd>Leo TANKS H&W M-7 N—b* Cape ty TY"UquI4 Name of Serw App-�g Containeoll x1linufal'131:13:11W Agy It 11 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029867 Date 3/11/05 Property Address . . . . . . 1923 BEACH AVE Tenant nbr, name . . . . . . TIGHTEN LUGS IN METER CAN Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------ ------------------ BAILLIE, JOHN UNITED ELECTRIC COMPANY OF 1923 BEACH AVENUE JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 ---------------------------------------------------- ------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING, CODES. BUILDING OFFICIAL Aill e CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 3 Property Address: A bec�,(� j4u e- Owner: . aQ \-\f\ Telephone C-0 Telephone 31 - Y I )i o Contractor: —Ur\ Contractor Address: -5-1 ) (f Fax N:---13 5 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: B ilding Type: 0 Trailer Service: If other construction is C) New Residence Ll Temp. Ll New being done on this building )'F Or site,list the building Old U Commercial Ll Signs Q Increase Permit number: L3 Re-wire Ll Addition Sq.Ft. Repair Conductor Size: ANUS: C P R F] Switch or ALUMINUM E] RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS )5 ,0 PH W 3 VOLT c?V0 WAY Cc, Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN QJQ AMPS 11-100AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V —OVER600V Transformers NO. KVA NO. KVA No.Neon—Transf Ea._Sign Miscellaneous _T I +e,, 800 Seminole Road *Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845 * http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-0002907S Date 9/28/04 Property Address . . . . . . 1923 BEACH AVE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ----------------------- ------------------------ BAILLIE, CARSON M. OCEAN STATE HEAT & AIR 1923 BEACH AVENUE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------ ---------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 -Fee summary Charged Paid Credited Due - ---------- ------ ---------- ---------- --- ------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERN11T IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 6,&Ct ez N CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Ci Property Address: (�Parh- .. (211 Q4n i A k Owner: -ODASCM 1'(�Cajau. Telephone 9: , QIC Contractor:oce= E-,Tcae- Telephone 4: Contractor Address: I Fax 4: 41(P (1v wbc'Ny� r?) In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordauce with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on t1tis building or site,list the building permit number: Electric 1�1- ZI Gas: _LP —Natural —Central Utility ZI Oil No ZI Other-Specif�____ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat Space Recessed Central Floor Residential Air Con—ditioning: Room In Central Duct System: Material Thickness D Commercial Z) Refrigeration Maximum capacity —cfin ZI New Building zi Cooling Tower: Capacity -gpm Existing Building ED Fire Sprinklers:Number of Heads ID Elevator: — Manlift Escatator_(Number) Replacement of Existing System ED Gasoline Pumps _(Number) ZI Tanks (Number) ZJ New Installation z] LPG Containers (Number) (No system previously installed) zi Unfired Pressure Vessel Z] Extension or Add-on to Existing System • Boilers • Gas Piping 0 Other-Speci El Other-Specify_ LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model 4 Manufacturer Ton's Agency '2 QL,�h(0-�)C'n /1-kra-n 9. 7 11EATIN G-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model Manufacturer BTU's Agency F) T,A N KS Nominal Capacity Type Liquid Serial Approving How Mary &Dimensions Contained Manufacturer No. Agency 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http:l/www.ei.atlantic-beach.fl.us DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT N1_ 0 0 5 9 PERMIT TO BUILD 14*0n T1 THIS PEIZMIT MUST BE POSTED ON JOB 5440ST 5910 1A 9/07/8 Date 9-7- 19 88 onm Valuation$ Fee$ 54.000. This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Ocean State Lic. # MHM-786 has permission to build RA004% INatall Heat & Air Classification Residential —Zone Owned by Mr. 6 Mrs- Raillin Lot Block S/D_ House No. 1923 Beach Sve. According to approved plans which ate part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS _n AFTER DATE OF ISSUE 0 Building material,rubbish and debris -21 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tcactrW or owner. 7,n _02 �I Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV. Street Address:. kc-1 Z 'a>F—IacK- LOCATION AqE OF I"f*FS*CfiAg Streets: Between And WILDING Sub-division 11. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statemeni we hereby agree to perform said work in accordance with the attac4pd plans and spec ifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standords of good.proctice listed therein. Name of Mechanical Contractors Contractor (Print) Master zlw_As_rmme AA 4AdZ,--72rl�o Name of #roporty Owner -t-/Ka-s -6A1L'LLeE Sionafure of Owner Signature of or Autheek" Agent -Architect of Engineer Ill. Qjjq8L4kLd9MRMXT"1ON A, Type of heating W: B. IS OTHER CONSTRUCTION BEING 0 1 ONE ON A)b Electric THIS BUILDING OR SITE? X (3 Cm—(3 LF E3 Natural 13 Qmfral Utility IF YES, GIVE NUMBER OF CONSTRUCTION C) on PERMIT Other — specify IV. AINCHAN" JQUIPMINT TO 11 INSTALL110 NATURE OF WORK (Fes,j&complete list of componealls on back of this form) X Residential or 'D Commercial Contral 0 Flow 0 New Building Most 0 Space 13 Iteceits" A X Existing Building Air CoWitioning: 0 Room control X 0 Replacement Of existing system X0.c' Material bkxi�� Thick""_—I lati Maximum capacity New Instal on(No system previously Installe I d) 0 Extension or add-on to existing system Other — Specify Cl Cawing tower: Capacity 0 Fife qiAhMon: Numbor of heal D swate, tj Mono 0 Escalato- THIS SPACE 000t OFF= 111151 ONLY (3 C"Wine Pur"PL— —(number) C), T"k (number) Remarks 13 Lft colfti (number) C) U*fimd pro"ure vow Permit Approvocl by. Permit 00W — Specify �JST ALL-EQUIPMENT AIR CONDMONING AND REFRIGERATION EQUEPHENT NUMbW 11121fts DOWS11PI30ft KOM NuMbor Manufaclaff'or (TO") k 4�, DEPARTMENT OF ft"LDING 0 ITY OF ATL N A TiC BEACH -------- LOCATION INFORMATION ------7-7, Addreasi 1923 'BVACW AVENUE 349ae lCAL ATLANTIC' BEACH, FLORIDA 32233 PormittTypes IMECHAN c1tas oi� Work: ALURATI I 01m, ---------- LEGAL, DESCRIPTION I-;..,-------- Ott Blocks- Sections Constr. I Typ*,l *00b, FOAME P ropos Uses SIMPLE, FAXTLY Townob, ,p,,; ' ion: 1, Code t '0 , Subdivis I'Satillwat valuel �*O. 00 I'mpr, V. cost i so.010 ''to al Foos:- $47 00 Al Apo nt P 47 00 D 4/:91 RAL HEAT AND AIR ATIOlt -------- APPLICATION : FEES ftwe ERIIXT 'Add,rowl WATER1111PACT FEE $0.00 CK, FLORIDA 3223,� SEWER O� %.,IMPACT ,,FEE $0 0 1011 A'' TV RADON GAS FORmATIC I ------- $0.00 N, EAT & "I R WATER TAP *0.00 NT C SEWER TAP, 00.�00 At* L HYDRAULIC SHAIR'Z $0.100 $0. 00 Liboase ?MA Typo: 3 RE-INSPECT FEZ: SEC. H 1111PACT �FEV OTHER 0 NOTES. OTICE AL,�CO CRIMt FORMS AND FOOTINGS MUST BE INSPECTED SOEPORJE�PbURING L PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE, BUILDING MATERIAL,RUB$tSHoAND DEBRIS FROM THIS WORK MUST NOTBE PLACED IN PUBLIC SPACE�AND MUSTBE f "'CLtAREQ UPANDHA�VLEQ AWAY15YEITHER CONTRACTOR OR OWNER. _LY WITH THE MECHANICS$ IF. TO,:-Cd LIEN, LAW CAN RESULT IN MP TY !NQ,I,M:PR , VEMEN11, R PAYING TWICE FOR BUILD— 0' roz. wlewlw DATE. $3/101 PA irn XORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDSU )CAT*.SDR REW 014 OF APPLICASLePROViSIONS OF LAW. Me 1pf fill A T�ANtfC BEACH 0 GDEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA S2233 .3 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: &AgA Ave LOCATION OF Intersecting Street$: Between And BUILDING Sub-division 11. IDENTIFICATION — To be completed by all applicants . In -consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof apd-in accordance with the City of Jacksonville ordinances and standards of good,practice listed therein. Name of Mechanical Contractors Contractor I Print) Or oA^l 421:a:2 Master C,0�zf�/(o Nome of **party Owner Signature of Owner Signature of or Amthorilied Ag*nf<tT14 JA Architect or Engineer Ill. GENNAL C" A, . EPLC;� a. Type of heating IS OTHER CONSTRUCTION BEING DONE sectric THIS BUILDING OR SITE? M-0 "—(3 LP C] Nofvrol (3 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 13 00 PERMIT 13, Other — s"cify IVO,MICHAN" JPUIPMINT TO K INSTALL90 TURE OF WORK (PmvW*complete hit of components on back of this form) Residential or 0 Commercial Heat 0 Space E3 Reconod �f Central a p4w 0 New Building a"ri A!I r COWW"ing' C3 Room 9 Cantrell Existing Building Replacement of existing system Duc� System: M436murn Capacity c.f.m. New Installation(No system previously Installed) 0 Extension or add-on to existing system 0 Other — Specify C) cooling #***r. Capacity 9-pi". E3 Fire sprinklers: Number OF hoo* 0- eov&fw C3 Montift 0 Escaloto ("Umbeir) mis *Ace Pat omm un owLy 0 Go"Ofte pumps —(number) (Rea Im 13, To (number) 13 LM containom— (number) 13 Unfirod pressure vo" 0 sell" Permit Approved D046- 0"W SP"ifl/ Permit I*- Uffr ALL EQUIPMENT AOL CONDITIONING AND REFRIGERATION EQUIPMENT C A"Wvbg t=ty NUMberUaft D"adlPtion Xodel NUMber manufacb1ftr AgNMI -7 3�FV�,o (:2,A1J0,2V? -;Z CHAPTER1 ADMINISTRATION 101 TITLE AND SCOPE occupancy classification as established by the building official. 101.1 Title Provisions in the following chapters and sections shall 101.4.4 Repairs and alterations, not covered by the constitute and be known and may be cited as "The Standard preceding paragraphs of this section, restoring a building Housing Code"hereinafter referred to as"this code." to its condition previous to damage or deterioration, or altering it in conformity with the provisions of this code 101.2 Code Remedial or in such manner as will not extend or increase an This code is hereby declared to be remedial, and shall be existing nonconformity or hazard, may be made with construed to secure the beneficial interests and purposes the same kind of materials as those of which the building thereof which are public safety, health and general welfare is constructed, but not more than 25% of the roof through structural strength, stability, sanitation, adequate covering of a building shall be replaced in any period of light and ventilation, and safety to life and property from 12 months unless the entire roof covering is made to fire and other hazards incident to the construction,alteration, conform with the requirements of this code for new repair, removal, demolition, use or occupancy of residential buildings and accessory structures. buildings. 101.3 Scope 101.5 Special Historic Buildings and Districts 101.3.1 The provisions of this code shall apply to all The provisions of this code relating to the construction, buildings or portions thereof, all accessory structures or alteration, repair, enlargement, restoration, relocation or portions thereof located on residential property, used or moving buildings or structures shall not be mandatory for unused, designed or intended to be used for human existing buildings or structures identified and classified by habitation or the storage of materials associated with the state or local jurisdiction as historic buildings when such human habitation. buildings or structures are judged by the housing official to be safe and in the public interest of health, safety and 101.3.2 This code establishes minimum standards for welfare regarding any proposed construction, alteration, occupancy, and does not replace or modify standards repair, enlargement, restoration, relocation or moving of otherwise established for construction, replacement or repair of buildings except such as are contrary to the buildings within fire districts. The applicant must submit provisions ef this code. complete architectural and engineering plans and specifications bearing the seal of a registered professional 101.3.3 Buildings or structures moved into or within the engineer or architect. jurisdiction shall comply with the requirements in the Standard Building Codec�for new buildings. 101.6 Maintenance All buildings or structures, both existing and new, and all 101.4 Existing Buildings parts thereof, shall be maintained in a safe and sanitary 101.4.1 Alterations, repairs or rehabilitation work may be condition. All devices or safeguards which are required by made to any existing building without requiring the this code in a building when erected, altered, or repaired, building to comply with all the requirements of this code shall be maintained in good working order. The owner, or provided that the alteration, repair or rehabilitation work his designated agent, shall be responsible for the conforms to the requirements of this code for new maintenance of buildings,structures and premises. construction. The housing official shall determine, subject to appeal to the Board of Adjustments and Appeals,the extent, if any,to which the existing building 101.7 Application of Zoning Ordinance shall be made to conform to the requirements of this code Nothing in this code shall be construed to cancel, modify or for new construction. set aside any provision of the zoning ordinance of the 101.4.2 Alterations, repairs or rehabilitation work shall authority having jurisdiction. not cause an existing building to become unsafe as 102 ORGANIZATION defined in 103.2. 101.4.3 If the occupancy classification of an existing 102.1 Enforcement Officer building is changed from Rl, R2 or R3 to any other There is hereby established by the applicable governing occupancy classification, the building shall be made to body provisions for the enforcement of this code by the conform to the intent of the technical codes for the new housing official. Standard Housing Codec 1997 1