Loading...
HomeMy WebLinkAbout1905 Adams Ave 06-2105 Porch extension11E�CEIV�b CITY OF SANFORD PERMIT APPLICATION APR .2 7 2006 P _Q Ut3 Permit # : C%G�'�� U � -' Date: .�� �� 1�, Job Address: � � 1`t r� C{i�Y1 S C' l�tr'I TO , L : .3 --7 — 4/ r ��cc �� (� s y/Xq �DSYS r� Description of Work: —FCa �"'[ i 0f-c k �jL:G'rAct41C%?ISi� 'Total Square Footage 1Osvo Historic District: Zoning: Value of Work: $ � �� �L �LLLI�'I� r9/ z 5� Permit Type: Building _ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS M Add ition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential _ Keplacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets _ Plumbing Repair — Kesidential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEN IA required ) :,,Owners Name & Address: _ Contractor Name &Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Enginecr: Address PI/ I State License Contact Person: Phone Fax: hone: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate pemtit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I IEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNEK: YOUR FAILURE TO RECORD A NO'I'ICL OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITfI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, mid there may be additional permits required front other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance /of�permit is verification that I will notify the owner1 orr/the 'property of the requirements of Florida Lien Law, US 713. y� Signature orow/JJnc /A pent // D to Signature ofContraclvr/Ageul Date Print Owner/Agent's Name / Print Contractor/Agent's Name -gtl&ure of No;ry. tote of kj( 1`01 JOHN Date Signature of Notary State of Florida Date U a M'r` 1 t'QMNJIOTON # DD W22 EXPIIIH: March 23, 200a �,Fe E�ot`v Burled Thtu 7udget Notary services Ow�iier/Agent is Per. on<dly K[ wn to Me or Contractor/Agent is _ Personally Known to Me or / Produced 11) . � �' (0�_ Produced ID %g ( L/,0 APPROVALS: ZONIN . LNG/ / �TUfIL: _ FD: _ ENG: BLUG_____Yn___ Special Conditions: Rev 03/2006 REVISIONS BY •' _bit L L1_ tiY, T"111 4rt H>JrOFt�U 1 . S2`771 f a �a ` 1 I it T I _I. -I I i i ( I 1 1 I! I I I I i I I I I I 1j I I II I II I j Il II II I f 1 I Il i �------��.----�--.. _ �-..,......-, k�•-.-.�.,--__---'-- _.._......._ .-...._..,....,'_„-__... ....�.-_.._.-„_,...tea_ � . _,7'� �- �--f--�� Til i fin. j� LeT, T, TTr - C2) 2 11L L- 4--r- A 1a _) I Y F J� 0 r 1/ moo' 7, (2 y4, I��e"7 rli='4ti.a 0 .,_ - I --------------------- i lJJ I © ©1® I. ® (3) Q O ROOF FASTENING ZONES ROOF SHEATHING NAILS PANEL LOCATIONS 1 Y 3 5/8" STRUCTURAL SHEATHING 10d. COMMON NAIL PANEL EDGES 0 SUPPORTS (1) 6' O.C. 6" D.C. 4" OC. PANEL FIELD 6- O.C. 1111 6" O.C. 1 6" O.C. NOTE: PER FBC 2004 RESIDENTIAL CODE TABLE 2.304.9.1 ,(1) EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES (2) PASLODE 2 1/4" X .099" DIAMETER POWER DRIVEN COATED SCREW NAILS MAY BE USED IN LIEU OF 8d, COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. 12" SPACE CHANGES TO 8 6" 10 4", AND 4" OR 3" CHANGES TO 2 1/2-. R_2 ROOF SHEATHING FASTENING SCHEDULE SHEATHING AFTER/TRUSS BUILDING WIDTH \ BUILDING LENGTH BLOCKING @ 48" O.0 E- -� FIRST 2 SPACES or 48" FROM GABLE TOP AND BOTTOM ROOF SHEATHING LAYOUT i R-1 M-5 �ivt KH� Ivu I t� 1. CONCRETE TO BE 2500 PSI MINIMUM. 2. STEEL REINFORCING BARS, ASTM 615, GRADE 40, MIN.SPLICE LAP OF 25". 3. STEEL COVERAGE! FOOTINGS AND SLABS(AGAINST EARTH), 3 INCHES. 4. CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C-90 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, TYPE 1GRADE 1, NORMAL WEIGHT, 8"X8"X76". 5. MORTARSHALLCONFORM WITH ASTM C-91 FOR MASONRY CEMENT AND ASTM C-150 FOR PORTLAND CEMENT. MORTAR SHALL BE TYPE 'M'. 6. CONTRACTOR SHALL VERIFY ADEQUATE SOIL CONDITIONS BEFORE COMMENCING WORK(2500 PSF MINIMUM BEAR- ING CAPACITY REQUIRED). 7. FOR WOOD FRAME CONSTRUCTION, USE #2 SOUTHERN YELLOW PINE ALL EXTERIOR & INTERIOR BEARING WALLS / ROOF FRAMING MEMBERS. B. IF ANY STRUCTURAL CONDITIONS SHOULD ARRISE DURING THE COURSE OF CONSTRUCTION, NOT N07ED ON THESE DRAW9NG5 CONTRACTOR TO NOTIFY ESG, INC. IMMEDIATELY IN WRITING AND STOP ANY AND ALL CONSTRUCTION IN AREA OF QUESTION UNTIL FURTHER NOTICE. 9. ESG, INC. PROPOSES TO PERFORM THESE STRUCTURAL ENGINEERING SERVICES BASED ON INFORMATION SUPPLIED TO ESG, INC. BY THE CUSTOMER. IT 15 PRESUMED THAT THIS DATA IS CORRECT AND SUBSTANTIALLY UNCHANGEABLE. IF THESE CONDITIONS CHANGE DURING THE COURSE OF PERFORMING THE ESG, INC. SERVICES ADDITIONAL FEES WILL BE REQUIRED FOR ESG, INC. TO COMPLETE THE WORK. 10, ALL CHANGES AND DEVIATIONS SHALL BE APPROVED BY ESG, INC. IN WRITING PRIOR TO ALL DEMOLITION OR CONSTRUCTION BEGINNING OR COMMENCING. THE CONTRACTOR AND CUSTOMER ARE RESPONSIBLE TO PROCURE THIS APPROVAL. FAILURE TO DO SO MAY RESULT IN AN INCOMPLETE ENGINEERING REVIEW AND ADDITIONAL FEES. 11, ESG, INC. HAS REVIEWED THE NEW STRUCTURAL COMPONENTS BASED SOLELY ON INFORMATION SUPPLIED BY THE CUSTOMER OR THEIR CONTRACTOR, FIELD VERIFICATION IS NOT PART OF THE ESG, INC. SCOPE OF WORK. 12, ESG, INC. ASSUMES NO RESPONSIBILITY FOR THE ARCHITECTURAL, MECHANICAL., PLUMBING, ELECTRICAL, HVAC, FIRE PROTECTION OR FIRE CODE PROVISIONS, FABRICATION, INSTALLATION / ERECTION SUPERVISION, PLAN DIMENSIONS, UNKNOWN FIELD CONDITIONS OR OTHER CONDITIONS NOT FULLY REPRESENTED IN THESE DRAWINGS OTHER THAN THE STRUCTURAL COMPONENTS AND THEIR CONNECTIONS. CONNECTORS TO EXISIM; GRUUILU GMu SIMPSON CONNECTOR FASTENERS UPLIFT(lbs.) SO MTS16 (7) 10d.. 1.5 NAILS & (5) 1000 3 16" 0 X 2 1/4' TA -CONS St 1ITS20 (10) 10d. x 1.5 NAILS .i (6) 1150 3/16- 0 X 2 1/4 TAPCONS S2 MSTAM24 (9) 10d. NAILS & (6) 3/16- 0 1545 X 2 1/4' TAPCONS 33 MSTAM36 (u) 3/16" NAILSPC& 1915 O % 2 I' 4' TAON(9S) J4 MSTAM40 (27) 14d. NAILS & (IB) 3""' 2475 0 X 2 1 4' TAPCDNS 35 CSiB-R (11) 10d. NAILS & (7) 3/16, CUT LENGTH TO FIT 0 X 2 1/4- TAPCDNS 1650 J6 H16S INVERTED HANGER (2) 10d. x 1.5 NAILS & (8) 3/16' 0 X 2 1 4' TAPCDNS 1600 37 HUCM410 MASONRY HANGER (16) 3/16' 0 X 2 1/4-TAP ON$ 1600 38 HUCM412 MASONRY HANGER (20) 3/16' 0 X 2 1 4'TAPCONS 1810 39 ROD JTDP4A MASONRYHHANGER 01 D 0 FACE 3475 40 HGA10 4 1 4 dle..t t 2 & (4; 260 uplift 1000 lOt. 47 HGUS48 (24) 3/16- 0 X 2 2300 1 4'TAPCONS 42 HGUS5.50/10 (24) 3/16- 0 X 2 2300 1 4'TAPCONS a3 FGTR 1 2-1,2' x 5 tltn HD 5000 2 1 4-1/2' . 5 llt- HD TYPICAL CONNECTION',; CONNECTIONS AND DETAILS O (2) STUDS / @5 X 2 OR@ X 2 0 TOP & U 0 BASE _ TYP, 0 1 STORY (3)�TUDS /® X 3 OR (6� X 3 0 70P & 0 BASE - TYP. O STORY fC (2) STUDS / X 2 OR® X 2 0 TOP &© X 2 OR 6 X 2 O LOWER BEAM OR RIMBOARD cO (3) ,STUDS /0 X 2 OR% X 2 0 TOP & I(� X 2 OR 6 X 2 0 EWER BEAM OR RIMBOARD O (4)D SZOO OASEX6 P.T. POST / ® X 2 0 TOP O (2) STUDS /® X 2 OR® X 2 0 TOP & ® 2 - 52" LONG 0 FLOOR AND 2 STUDS BELOW 0 BASE O &3)q�XO 2/ ®' 30RLONG ®LOOR NTOP D 3 STUDS BELOW ® 0 BASE gO (3) STUDS / ® X 2 OR© X 2 0 TOP & ® X 2 - 52" LONG 0 BASE W/ (13) 1Od. NAILS TO STUDS AND (10) 4' 0 X A' TAPCONS TO GROUTED CMU O (3) STUDS /® X 3 OR © X 3 0 TOP & © X 3 - 52" LONG 0 BASE W/ (13) 10d. TO STUDS AND (10) k 0 X 211" TAPCONS TO GROUTED CMU © 2nd FLOOR STUDS TO FLOOR SYSTEM WITH LSTA36 0 32" O.C. OR CS16-R 52' LONG 0 32' O.C. AND AT CORNERS, ENDS AND TWO AT EACH SIDE OF OPENINGS © 2x10 LEDGER BOARD W/ (3) 1/4' 0 X 4' WOOD SCREWS AT 16" O.C. AT FRAME OR 1/4"x4 1/2' TAPCONS AT 5" O.C. TO CMU ® (2) 2x12 LEDGER BOARD DOUBLE STAGGERED ROW OF ii-x 10" ANCHOR BOLTS AT 16' O.C. TO GROUTED CMU OR CONCRETE IO 5 1/4' x 5 1/4' PARALLAM POST W/ ® X 2 POST/BEAM / ® 0 BASE (TYP.) © 6"x6" P.T. POST W/ © X 2 POST/BEAM / ® 0 BASE (TYP,) 0 4"x4" P.T. POST W/ ® X 2 POST/BEAM ® 0 BASE (TYP.) 4"x4" P,T, POST W/ © X 3 POST/BEAM ® 0 BASE (TYP.) 2 STORY TYPICAL CONNECTIONS AND DETAILS a2 (2) 4,TUDS / 0 X 2 ORn6 X 2 0 TOP & 5 x2 POSTT- ro POST AD ® 0 BASE b2 &3) ,STUD F ST TO POST AND ® 0 BASE 12 5 1/4" x 5 1/4' PARALLAM POST W/ ® X 2 POST/BEAM 1b7 x2 POST/POST/ 0 0 BASE (TYP.) Q6" x 6" P.T. POST W/ © X 2 POST/BEAM © x2 POST/POST/ 0. 0 BASE (TYP.) On2 4-x4- P.T. POST W/ ® X 2 POST/BEAM/ g x2 POST TO POST, AND ® 0 BASE (TYP,) O02 4'x4" P.T. POST W/ i X 2 POST/BEAM/ 1® X 2 POST TO POST, AND 0 0 BASE (TYP.) ' I+VIV IVLV I VI\ JNI ILIJVLL SIMPSON CONNECTOR FASTENERS PLIFT(Ibs.) META18 (14) 10d X 1.5 1450 O HETA20 1 PLY(14) 10d X 1.5 2 3 PLY 12 16d 1810 3 MTS16 or MTS12 (14) 10d 840 4 H3 OR H5 (8) 8d 455 Uplift 125 lateral 5 H08A 7/8" 0 ANCHOR BOLT (3) 7/B"0 BOLTS THRU 7910 ® HTS20 24- nod x 1&1/2" 1450 7 HHETA20 I PLY 17 - toe x 1.5 2 3 PLY 15 - 16d 2235 8 HGT-2 Or 3 (2) 3/4' ANCHORS 10530 9 SP-1 6 - 10d 585 10 SP-2 6 - lad 890 tt SP-4 6-10d x 1&1/2' 735 12 CS16CUT -RTO FIT 22 _ 10d. 1705 10 LSTA12 10 - 10d 805 14 LSTA24 18 - 10d 1235 15 LSTA30 22 10d 1640 16 LSTA36 26 - 10d 1640 17 MSTA36 26 - 10d 2050 18 HETA16 1 ply- 11-10d x 1&1/2" 2 ply- 12-16d 1810 18 HUS26 14 - 16d 1550 20 HGUS48 36 -16d 3220 21 FGTR fB- DS-i 4" X 3' 5000 36-SOS-1 4 % 3' 94UU 22 HTT16 18 16d + 5/8' A.Bolt 3480 23 HTT22 32-i6d Slnkera + 5/8 A.Bolt 5250 24 ABU44 12-16d + 5/8'A Bat 2200 25 ABU66 12-15d + 5/8" A. Belt 2300 26 H10 8- Bd x 1&1/2" 905 27 MST37 42-16d 3835 28 MST148 26 - 10d.. 1 1/2- 2335 UNLESS NOTED OTHERWI5E 0 WHERE CONNECTOR NOT NOTED FOR TRUSS TO FRAME USE Q/ TRUSS TO NEW CMU USE Q/ TRUSS TO EXIST. CMU USE 6-6 GALL INTERIOR BEAKrS USE © X 2 ON FRAME AND X 2 ON BLOCK O ALL CONVENTIONALLY FRAMED MEMBERS USE 4 - tad. TOE NAILS AT EACH END OF MEMBERS O USE HUS26 AS 1 PLY HANGER AND HGUS48 AS 2 PLY HANGER O MINIMUM OF 6' EMBEDMENT FOR ANCHOR BOLTS TO SLAB O WHERE USED WITH WOOD FRAME WALLS, ALSO MUST USE (2) INVERTED HTT22 UNDER PLATES O ALL INTERIOR HEADERS SHALL BE (2) 2 X 12 W/ 1/2- PLYWOOD BETWEEN AND (D EACH END O ALL ROOF & FLOOR GIRDERS TO HAVE MULTIPLE STUD BEARING. ONE STUD PER PLY, STRAPPING AS NOTED 0 ALL GIRDERS ON CMU MUST HAVE MIN (1) FILLED CELL W/ /5 RERAR TIED TO 11E BEAM ABOVE AND FOOTING BELOW ROOF LIVE LOAD 20 P.S.F. FLOOR LIVE LOAD 40 P.S.F. STAIRS 100 P.S.F, DECKS & BALCONIES 60 P.S.F S.W.S. - SHEAR WALL SEGMENTS (SEE ATTACHED DETAILS) REF. PROJECT TRUSS ENGINEERING TO BLOCK WALL C.M.U. WALL SYSTEM AS WELL AS I.C.F. SEGMENTS WHICH HAVE AN UNINTERRRUPTED LENGTH OF 4'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL _3 NN CTOR S DU E ENGINEERING SERVICES GROUP, INC. 1299 W. FAIRBANKS vVlii I ER WK, FL 32789 CA # 8886 KEN FN l-FR� PF �� . [MOTE= The affixed seal and signature of Kenneth M- Ehlers is for the structural elements of these drawings and information as presented tumoin. We assume no responS""y for archttectural design, file protection, electrical, di rienSicxlS. items or dorldifions not represented in these drewngs or not properly noted, or other content other than the structural components and their connections. CERTIFICATE OF AUTHMIZATION ## 8886 ENGINEERING SERVICES GROUP, INC. 1299 W. FAIRBANKS AVE. STE. B. WINTER PARK, FL. 32789 ORI.ANDO: (407) 740-7111 Q F Z w 0 V) � U5 Z W J a W CL O O Z O Npin w w Z -' w Li 40 dJ NLi o Q (IL) 3 v pZ W O zo Q.� J 0 Q Z to o OtoO ULLJ --1 z aD 4 'd 00- ZO� `0 Z CO O OL Q z Uri + N Q LL N z 2 w p II In CL CC!WNU � f wza 0IYZ x."_mwnz4N p H 500 M + Lj un o OC L J OLLJ Cnao� QWOUzw,�O pWQW QU = U o w j j tri rr wzw N n-UjZW�CZ.DwN O_ Df _jZ c)D ONN�irN�+O ^aLrCL. 0 ZOOW W WZa0._U v�i0Ur) N QLnzzk'►�'zaa tna� lJi E mD]9i�Z Q rn o