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1769 Beach Ave Roof over Deck 2014 Plans 04 -,r 0- 0 0 04 (y) 04 M CL '0 N < (y) 0 (y) 0 0 C14 0 < 10 C14 0 -0 C) N LLJ M < :D CY_ 0 W < U < V) 0 6, ry L W �_� _J 5� CL V) < L UJ LL v) LU Z ui LU LU 2: ry LU u U 0� V) < 0 CL 1-- ll`_� Z:) V) 1JJ V) < C) CO LU < U V) z < UJ 0 0 ::2 Cy 0 _J -4 < 0 C14 0 LL _J UJ Z CL ................. EXISTING AERIAL VIEW FROM SOUTHEAST EXISTING VIEW FROM SOUTHE EXISTING VIEW FROM POOL EXISTING VIEW, FROM SECOND FLOOR PORCH U U lu Nano 12FAMINI �D Pill Q� U U M! Mil A PROPOSED AERIAL VIEW FROM SOUTHEAST PROPOSED VIEW FROM SOUTIIIIIIIIIIIIEAST PROPOSED VIEW FROM POOL PROPOSED VIEW FROM SECOND FLOOR PORCH From: "Jones, Valerie" <Valerie.JonesCLtdey.state.fl.us> Date: March 21, 2014 at 2:57:02 PM EDT a A To: Gary Grider<griderbuilders&yahoo.com> GENERAL PROJECT NOTES: Cc: "Hatch, Trey" Trey.Hatch Lil dep.st ate.fl,us> Subject: RE: 1769 Beach Ave Atlantic Beach THE ATTACHED DRAWINGS DESCRIBE PROPOSED ALTERATIONS TO AN EXISTING RESIDENCE IN ATLANTIC BEACH, FLORIDA. DRAWING INDEX : Hi Gary, THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL— 2010 EDITION, THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2009 EDITION OF THE NFPA 101 LIFE SAFETY CODE, THE Per Our conversation and the attached pictures, it appears your project may fit the statu ry ARCHITECTURAL DRAWINGS: 2010 FLORIDA FIRE PREVENTION CODE, AND ALL PERTINENT 'ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN 0 exemption in Section 161.053(l 1)(a), Florida Statutes, as follows: 1 IMAGES, INDEX, GENERAL NOTES R NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTIO14 PROCESS. (1 1)(a) The coastal construction control requirements defined in subsection (1) and tll�, 2= FIRST FLOOR PLANS requirements of the erosion projections in subsection(5) do not apply to any modifigat"on, k 3= SECOND FLOOR PLANS air of any existing stnicture within the limits of the existing foundation which SITE INFORMATION: maintenance, or rep, 4= BUILDING ELEVATIONS 4 isting does not require, involve, or include any additions to, or repair or modification 0 , f. t he Ill -it structure. Specifically excluded from this exemption are seawalls orttlier 5= BUILDING ELEVATIONS THE EXISTING BUILDING DESCRIBED HEREIN IS A THREE STORY, SINGLE FAMILY RESIDENCE LOCATED AT 1769 BEACH AVENUE IN ATLANTIC BEACH, foundation of th, 6= BUILDING SECTIONS FLORIDA AS RECORDED IN THE CURRENT RECORDS OF DUVAL, COUNTY, FLORIDA. rigid coastal or shore protection structures and any additions or enclosures added, conlUcted, or 7= WALL SECTIONS installed below the first dwelling floor or lowest deck of the existing structure. THE PROPERTY IS CURRENTLY ZONED "RS-1". ALL SETBACK REQUIREMENTS WILL BE MET. THE ONLY NEW BUILDING SHAPE CHANGE WILL CONSIST (b) Activities seaward of the coastal construction control line which are determined brthe STRUCTURAL DRAWINGS: OF A NEW COVERING OF AN EXISTING BALCONY WITH AN EXTENSION OF AN EXISTING GAMBREL ROOF. department not to cause a measurable interference with the natural functioning of the c NO ADDITIONAL LOT COVERAGE WILL BE CREATED AND NO DRAINAGE PATTERNS WILL BE ALTERED. system are exempt from the requirements of subsection(4). -BUILDING INFORMATION: COVER The (I 1)(a) section exemption is self-implementing, meaning that if you and the local 6 ilding THE PROPOSED BUILDING OCCUPANCY IS TO BE SINGLE FAMILY RESIDENTIAL, GROUP R-3. official agree that the proposed work meets the statutory wording,then it states that no CCCL THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V—B. application is required. If the work doesn't fit the wording for (I 1)(a),then You can r luest that EXISTING ROUND COLUMN COVERS AT THE FIRST FLOOR WILL BE REPLACED WITH NEW SQUARE COLUMN COVERS. DEP review the proposed plans to determine if the work may fit the (I 1)(b) exemption! If so, an THE EXISTING SECOND FLOOR BALCONY WILL BE COVERED WITH A NEW ROOF SUPPORTED BY SQUARE COLUMNS IN LINE WITH THOSE AT THE exemption letter would be issued. -ET OF ROOF COVERED AREA. NO NEW ENCLOSED AREA WILL BE CREATED, NO FIRST FLOOR. THIS WILL ADD APPROXIMATELY 400 SQUARE F1 MODIFICATIONS WILL BE REQUIRED TO THE EXISTING FOUNDATION STRUCTURE. The CCCL Program rules, statutes, and other information can be found at the ALL CURRENT LIFE SAFETY AND ACCESSIBILITY REQUIREMENTS ARE TO BE MET PER FBC. DEP/Beaches/CCCL website at: http://www.dep..state.fl.us/beaches/`f`onn-,.htm4CCCL Ap im and htt ://w V Fo j2://w det).state -D.E.P. NOTES: fl.us/beaclies/rules.litm Please feel free to email or call me with any furtlier questions. NOTE 1: DEP CERTIFICATION: THESE DESIGN DRAWINGS ARE IN 05-29-14 COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 6213-33 Sincerely,Valerie OF THE FLORIDA ADMINISTRATIVE CODE. SPECIFICALLY, THE WORK SHOWN IS UNDERSTOOD TO QUALIFY FOR THE STATUTORY EXEMPTION IN SECTION 161,053(l 1)(A) AS OUTLINED IN THE FILE COPY Valerie Jones, Permit Manager ATTACHED EMAIL FROM VALERIE JONES DATED MARCH 21, 2014. JAM . 5 -W LJ Coastal Construction Control Line Permitting Division of Water Resource Management REW EWE 1)FOR CODE COMPLIANCE ITECT FL Dept. of Environmental Protection CITY OF ATLANTIC BEAcii A 0 1 C)�8z 2600 Blair Stone Road, MIS 3522 SEE r-VRNJ11S FORAIT)DYnOpTAL "Z Z, Tallahassee, FL 32399-2400 REQUIM-IMENM-AND CONDMONS. Phone- 850/245-7681 [new] Fax: 850/245-8356 llttp://www.floridadep.org/inainp,tge/T)rograiiis/boacties.htm may, DOn� d EXISTING HOUSE ENCLOSURE TO REMAIN UNCHANGED EXISTING PORCH TO BE ALTERED WITH NEW COLUMN COVERS CA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — un ...........------------- --------------- ----- ----- EXISTING COLUMN COVERS TO BE REMOVED. INTERNAL POSTS 777 Tm, TO REMAIN, 4 EXISTING COLUMN COVERS TO BE REMOVED. INTERNAL POSTS TO REMAIN. 00 EXISTING COLUMN CO/ERS TO BE REMOVED. INT'RNAL POSTS TO REMAIN. --------------- 0-6: 77--, ------------------------------ ............ ---------- -------------- ----------------- ----------- ------------- - - - - - - - - - - - - - - - - - ------- --------- ------ . ....... ................. --------- ------ ...... - - - - - - -- - - - - - - - - - ------------ HII EXISTING FIRST FLOOR PLAN WITH PQR CH - - - - - - - -- - - -- - - - -- - - - - - - - - - - - - - - - - NEW 10" SQUARE TUSCAN COLUMN COVERS INTERNAL POSTS fO SUPPORT NEW COLUMNS AND ROOF EXTENSION ABOVE NEW 10" SQUARE TUSCAN COLUMN TOVERS INTERNAL POSTS T) SUPPORT NEW COLUMNS AND ROOF EXTENSION ABOVE s 2' 41 EXISTING AND PROPOSED FIRST FLOOR NEW 10" SQUARE PLANS TUSCAN COLUMNCOVERS INTERNAL POSTS T) SUPPORT WITH NEW COLUMNS AND ROOF EXTENSION ABOVE MODIFIED PORCH NEW lo" TU SCAN INTERNAL NEW CO[ EXTEN S IC — — — — —— — — — — — — — 05-29-14 - - - - - - - - - - - - - - F 1:1 Alo T.\P PROPOSED MODIFICATIONS AT PORCH 00 2 011, u CIA EXISTING THREE STORY BUILDING ENVELOPE TO REMAIN UNCHANGED EXISTING BALCONY NOW A COVERED PORCH I 14'-1 cn rTl 44 .7-7 ......................... . ............ -------- ........................................... ......... ------------ -----� C/� 10" X 10" FINISHED EXISTING BALCONY NOW A COVERED PORCH BEAMS SPANNING u ol . ..................................... ............ — —— — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - BETWEEN COLUMNS AT PORCH PERIMETER �D 14'- 11 2 4 - -- - - - - - - - - - - GWP NEW 10" SQUARE hi - - - - - - - - - - - - - - - - - - - - -- - TUSCAN COLUMN . ..................... ------------- OVER 6X6 PT SYP — — — — — — — — — — — — — — — — — — — — — —— — — — — - - - - — — — — — — — — — — - POST, TYP. - — — — — — — — — — --1 ----- -- ---------------------- ---------------------------------------------- — — — — — — — — —— — — — — EXISTING RAILING ALL AROUND TO BE REPAIRED AS NECESSARY. 00 MIN. 36" HIGH 5 ABOVE DECK DUPLEX GCFI WATERPROOF -��Qcwp ..... ...... FLAT CEILING AS CAR TO BAYS WET LOCATION EXTERIOR LED DOWNLIGHT FIXTURE RECESSED EQUAL i Eo UAL 0 AT CEILING WET LOCATION ------------------------------------------- ---------------------------------.......... NEW WALL ABOVE 1-11) TO ROOF 10" X 10" FINISHED LARGE CEILING FAN BEAMS SPANNING 4 EXISTING EXTERIOR WALL BETWEEN COLUMNS TO SUPPORT NEW BEAMS WALL SWITCH FOR ROOF EXTENSION NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN NEW 1 O" SQUARE ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ONLY - — — — — — —— - - - — — — — — — — — - -- — — — — — -- - — — — — — TUSCAN COLUMN u NEW FIXTURES ARE SHOWN, CONSULT OWNER FOR OVER 6X6 PT SYP PREFERENCE REGARDING PRECISE LOCATION AND SWITCHING. GWP - - — — — - -- — — — — — — -- - — — — — — POST, TYP. z ...................................... .............. ------------------------------- L : EXISTING 10" SQUARE ----------------- POST W ------------------- CAP �D BEAMS AT ROOF RIDGES z NEW WALL ABOVE `lk-- ",-ABOVE CURVED CEILING CAP AT BAYS SEE E�GINEERING EXTENDING UP TO ROOF FLAT SOFFIT CURVED CEILING 1 OUM PROPOSED-SECOND FLOOR PLAN SHOWING u MODIFIED PORCH WITH NEW ELECTRICAL FLAT CEILING AS CAP TO BAYS - - - - - - - - - - - - 00 - - - - - - -- -- - - - - -- - - - -- - - LC 7^— F -------------------- EXISTING 10" SQUARE POST W/ CAP EXISTING GAMBREL ROOF TO BE EXTENDED EAST TO EDGE OF EXISTING BALCONY TO BECOME COVERED PORCH. MATCH AND EXTEND EXISTING ROOFING MATERIAL AND ITS 2 4' UNDERLYING WATERPROOF MEMBRANE NEW 10" SQUARE EXISTING EXTERIOR WALL TUSCAN COLUMN TO SUPPORT NEW BEAMS NEW WALL ABOVE LlD TO ROOF OVER 6X6 PT SYP FOR ROOF EXTENSION POST, TYP. PROPOSED NEW 10" SQUARE FLAT CEILING AS CAR TO BqS TUSCAN COLUMN SECOND OVER 6X6 PTSYP POST, TYP. FLOOR PLAN WITH MODIFIED ........... PORCH �J - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - -- - - - - -- - - - - 05-30-14 ................. ----------------------------------------------------- ---------------------- I EXISTING GAMBREL ROOF EXTENDED EAST TO COVER 3 - - - - - - - - - BALCONY AS NEW PORCH A N- :,Oj i7- -ARC FLAT SOFFIT CURVED CEILING 10 BPAM EAVE FASCIA PROFILE ALTERS Z- PROPOSED ROOF PLAN WITH AT A�EA OF NEW PORCH EXTENSION ,SEE SECTIONS FOR DETAIVL MODIFIED PORCH VEXISSTTIN PC V 1�c rq _!� 17, "Ic 11" _,------- 00 P_� m �'c " C:) ____� ' ; : ' - -_ m r--� (=) N 7t I I . i _'� �= �' __� C'q m 00 � ' --------------------------�----�-----------------------------------------------------------------------�---------------------------------------�......�----------------------------------------------------------------------------------------------------------------�-------------------------------------�------------------�----------------------------------------------------------------------------------------------------------------------------------------�--------------------___ _:......................� �� .� :::�! l 1 1 1 I I i � ...............:.::---:.::::::::::::::::::::::::::::::::::::::�::::::::::::::::��:::::-::-::::::::::::::::::::::::::::::::::::::------------:--::-::::::::::::::::::�:::�:------ :---:::::::::::::::::::::::.....�.............................�::-----::---::::::::::::::::::::::::::::::�::�-::-:::::::::::::::::::::::::::::::::::::�:::::::::::::::::::::::::::::::::::::::::-----------------------�.::: ::::::::::::::::::::::-::-::-::-:-----:............:::::::::::::::�:�:�::��:::-.:-.:::....... ------ I : 1 I ! 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'fit__�..... ----- 1 L.11- 1 U 11 1 1-111LIHAII---- --------------111- - 'I ...... ---------I---�_ 1 I---- -im: J Li I I 11 IT 11`111 1:11----------I-------I ------ 1 - I 11 H 11 i K 1 11 11 11 1 U j 1 1 H 11 I 11 1 111 I �; BUILDING ........ ...I_-------; ___ . . ; : : -� , , -1------ -----------:. . ........ii �---- .I 1 11 L....... . ---------------------------- ----------- ---------- D___ -�...... -,--- ---i......I.... I _', I u I i I ......, 'Ili . -1- [ I I 1 1 H lu 1 11 u I 1 1 1 --d- J-] ......�----- ......... 1 1_1 u------H 11 u---------[i-----1 1------III 11 -1.] -------- --------L............... -� I---�---------�----- -----------L-----I---------- --------I-------- ---- .M.1 LLI __ , ---- i----------------- _______j ---U--------I--1-----I-----1------U_Jj-----U......U U -1 LU 1 H 11 : , . I ' ' , I ; __ ____ - ; . 1 L i ....."----------;.........I__._-, �-------I---I------". I- 1J..j -1-1 ------11]----:111-1-...�U-----0.1t IJ 11.11,11, I 1 IT Ij H ELEVATIONS " , - 1J.1111------ U_ -_ -1 1 L! LA til J I I A , , I , - .,t 1 i -1 11 I_.T. H L1 1j I I U"', I,,] I I I 1 I H 11 ] i i i.,I I...i H 1 T H -i t- I i I i ----I i 1" )!!U_T!��! I T----I Ntr I I i i I I 1 1 1 u I __ i ilu!==� . . , . I . . , . . I - . I . - , J 11 -11 I I , �' -1] , I k 11. , I i_11� I T! - ... .... , -----�_I........1_] I-11- � I i .....11 i ill A ----- . " __T�J------� L----11-10 1.11-1i U ---I--J I------H-----[_I I-----1 - , �---!�� -11)1,1-TU Q H . I I � ; . -1- ] u 1 1 11 I 1 11 H 11 H H 1 . . . . . , . , , , , . , . . . `i�l w - . i 1 , ) [; ; ,I I ITL - ) 1 -1 H L-1 ,", _1 I , 114 __]_� - 11 - I ��.- __ , 1 5 �1 � �', I : li i �� i , - - :; � � ` I � , -, I I , � , - , � I - . , I I , , " , . ,� �_ / ",' ' I ' ' 1 � ,�__ - <-vj___) �", I , 't " - _.` , � .Ir�,�, " - 7,,.1.i7....... !�51 1", ...b....u.r,�,.n-,'.11c--, , ( J, J.,...."u,I � - I I �--, " - q�, ', '. � . - ,!�,,c" ."cir, . , . , L - . . 1'11 , `0 "�" . - I AR,- `�,,�`,,,V z ' � , , �' - , v 1 � - - � , � - 1, PROPOSED NORTH ELEVATION � " 1 * .'�,'2_'�t �_ I � 1 A�, -, , . , , - � , \ I. I . I , * i � , . I � , 1� 11 - L \ � I : ____- - ------*-------- 9R !?�T H ;6 44 " i L H U , - - 117 1-74 1 1 ��1 � I i�__� ___,� 4� :::: I N : ,�,,, FT C ', I - - I -1. I 1- I - _ ----' . I-- __ � 11 ---, ,- -�_' __ 'j-_ �, - - - -1------- --,- _ -A_-___ __ - I _1-_-__- - -�_� Z, - � . , ___ - I I-1 � I � .111- _.- _ ____ _", ", � ___ , __ _ _ . 2X6 WOOD STUDS AT 16" CENTERS FRAMED UP FROM BEAM BELOW TO SUPPORT ROOF AT FRONT WALL OF PORCH. GANGED STUDS OR POST AT WALL TO SUPPORT CENTER BEAMS AT ROOF RIDGES SPANNING FROM EXISTING BEAM AT CENTER ROOF RIDGE EXTERIOR WALL TO NEW PORCH FRONT. CEILING JOISTS CREATING CURVED PROFILE SEE ENGINEERING DRAWINGS FOR DETAIL 6X6 POSTS EXTEND UP TO SUPPORT WOOD BEAM FACED WOOD BEAMS AT ROOF RIDGES WITH COMPOSITE TRIM MAY SPAN FROM NEW PORCH FRONT TO EITHER EXISTING ENCLOSURE WALL OR NEW PONY ATTIC CAVITY rc 4 WALL AT BAY WINDOWS. SEE ENGINEERING, cn c) ATTIC CAVI-Y OPEN LATTICE TO MATCH EXISTING CEDAR SHINGLES 7 NEW WESTERN RED CEDAR SHINGLES TO MATCH EXISTING OVER EXTENDED GAMBREL ROOF NEW WALL ALIGNED WITH FRONT OF BAY WINDOWS BEARING ON FRONT WALL OF BAY WINDOWS WHERE PORCH CEILING APPROACHES ROOF, NEW COMPOSITE TRIM TO MATCH EXISTING CEILING JOISTS ARE REPLACED BY BLOCKING cn ATTACHED TO ROOF RAFTERS 4 1:4 Ul"ll U. Ll 2CD CEDAR SHINGLES L111,11 L! I Ll H I ------- -------- -------- ----- Ll' I ! -L ...... ....... . .......... EXISTING FLOOR SHEATHING AND REPLACE EXISTING APPLY NEW LAYER OF WATERPROOF MEMBRANE OVER ---------- TILE WITH PT WOOD SLEEPERS AND COMPOSITE WOOD DECKING 00 .... ...... -------------- EXISTING RAIL SYSTEM TO BE REMOVED AND REINSTALLED WITH MODIFICATIONS AS REQUIRED ----------- I IT --------------- .......... ----- ----- ------- -------- ---- i w : i u__ ------- --- ! I Ill LILL IL 1L 0 y i I I LLL: iLILI ' l L 1111 L I 1 , U"_ BUILDING SECTION I BUILDING SECTION 2 (4�) CONVENTIONAL ROOF RAFTERS SPANNING BETWEEN BEAMS 'No SEE STRUCTURAL DRAWINGS FOR DETAIL rD RADIAL CEILING JOISTS HERE SHOWN SPANNING FROM FRONT PORCH WALL 7 TO ENCLOSURE WALL.- COMPOSITE TRIM WITH SEE STRUCTURAL DRAWINGS ROOF EDGE FLASHING FOR DETAIL TO MATCH EXISTING 1.00 CEDAR SHINGLES EDGED IN .......... ....... COMPOSITE TRIM OVER WEATHER RESISTANT BARRIER OVER 1/2" PLYWD SHEATHING BEAD BOARD SOFFIT TO MATCH CURVED CEILING OVER 2X6 WOOD STUDS -------------------- ---------------- ------ --------------------------------------- -- ------------ ......................................... ------------------ -------------- --------------- ----------------- ----------- --------------- .............. ---------------- ---------- .. ......... -------------- ------ ........... CURVED CEILING COVERED .................. ------------------------------ -----------------------.............. WITH 4" WIDTH BEAD BOARD CURVED BEAD BOARD CEILING ................................... ........... ..................... .................................................................................... ------------------------------------------------------------------------- -------------- ----------- ......... .... ----------------------------------------------------- ------------ ...................... ..................................... ................ OPEN LATTICE TO MATCH EXISTING .... . ........ ------------------------------------------------------------------- ............................. ..................... ................... ................................................................... ----------------------------------------------------------------------- ---------------------- -------------------------------------------------------------------------------------------------------- ...............................................---------------------------------------------------------- 6X6 POSTS COVERED ....... ............ CURVED BEAM HERE CONSIDERED .. ...... ..................... .......................................... CD WITH TUSCAN STYLED TO BE NON-STRUCTURAL CASED IN COMPOSITE TRIM. 10"XlO" COMPOSIT COLUMN COVERS CEDAR SHINGLES EDGED I FRAMING WRAPPED WITH WEATHER TE TRIM OVER COMPOSITE CROWN TRIM RESISTANT BARRIER AND CAP COMPOSI WRB, 1/2" PLYWOOD AND FLASHING. COMPOSITE TRIM OVER 2X4 STUDS STRUCTRAL WOOD BEAM Lnro 21 4' 81 00 EXISTING RAILING TO BE REMOVED AND RENSTALLED FLASH AROUND NEW POSTS AS PART OF NEW DECK PROPOSED MEMBRANE APPLICATION SECTIONS 05-29-14 FREI ------------------- ----------------------------- A:: HA E�,8- "it; BUILDING SECTION 3 BUILDING SECTION 4 BUILDING SECTION A� HURRICANE STRAP 2 ACH :RAFTFR 00 /e' ROOF DECK ROOFING MATERIAL AND WATERPROOF MEMBRANE TO MATCH EXISTING LAID OVER 5/8" APA RATED ROOFING AND EXPOSURE 1 PLYWOOD SHEATHING OVER RAFTERS ROOFING MEMBRANE ............................ ................ .......... ............ ................. OMPOSITE MOLD NG SUPPORTED BY BEAMS PER STRUCTURAL DRAWINGS TO MATCH EXISTING COMPOSITE TRIM AS SHOWN OR TO MATCH EXISTING CONDITION IPPiED 2X SUB FASCI ------------------------------------------------------------------------- DIMENSIONS MATCH ELEVATIONS ------------------------- --------------------------------------- ------------- OMPOSITE CROWN ----------------------,---------- 2X NAILER AS-BUILT FASCIA TRIM DETAIL RIDGE BEAM ROOF RAFTER 72�1 ROOF RAFTERS 4" WIDE BEAD BOARD NEW FASCIA TRIM TO FOLL W PROFILE OF EXISTING TO THE ATTIC CAVITY AS ARCHED CEILING 51" 2 OVER CUT RAFr.ERS, BOTTOM OF IT'S PRIMARY�" APPROXIMATE DIMENSIONS BLOCKING, AND:,RADIAL MAY REQUIRE A DIFFERENT� WESTERN RED CEDAR SHINGLES 6X6 POST CURVE. ACTUAL SITE CONDITIONS AS DEPICTED IN ELEVATIONS RADIAL CEILING JOISTS CEILING JOISTS; 0PROACH. INTENT IS TOTQLLOW OVER WEATHER RESISTANT BARRIER PLYWOOD OVER 2X6 OVER 1/2' EXISTING PROFILE AS POSSIBLE RADIAL CEILING JOISTS WD STUDS BUT MODIFY PROFILE TO �/OID CURVED LEDGER WITH BLOCKING BETWEEN INTERFERING WITH COLUM WITAL. STRUCTURAL WOOD BEAM CURVED COMPOSITE TRIM AS REQUIRED ----------- .......... .......... ...........----------- -------------- ------------------ ----------- --------------------------------------------------------------------------- ...... COMPOSITE TRIM WITH TOP SLOPED ------------------------------------------ ................................�)'� 4" BEAD BOARD CEILING TO DRAIN. FRAMING WRAPPED WITH z 4' WIDE BEAD BOARD ..................................................... WEATHER RESISTANT BARRIER. CEDAR SHINGLES CONSIDER LIQUID APPLIED PROSOCO CEDAR SHINGLES "-�COM�POSITE TR�IM R-GUARD WRAP COMPOSITE TRIM _-- ; : CEDAR SHINGLES C) CEDARSHINGLES ----------------............... ...................------------------ --- -------- .......... —---------------- WESTERN RED CEDAR SHINGLES OPEN LATTICE TO MATCH EXISTING OVER WEATHER RESISTANT BARRIER ALIGN OUTSIDE EDGE OF TRIM BOTTOM ------------------------------------------------------------------------------------- OVER 1/2" PLYWOOD AT BOTH --------------------------------------- --------------------------------------- WITH NECK OF COLUMN SIDES OF WALL ---------------------------------------------------- COMPOSITE TRIM WITH INSET AT BOTTOM 2X6 WD STUDS AT 16" CENTERS ------------------------------- ----------------- ----------------- COVE TRIM AS TO CREATE DRIP --------------------------------------------------- ----------------------------- OPEN LATTICE TO M .6X6 POST FINISHED BEAM EDGE I PLAN SECTION COMPOSITE T COMPOSITE TRIM WITH TOP SLOPED 2 6X6 Pf SYP POST -- ---------- ----------- C pp OPEN LATTICE TO MATCH EXISTI TO DRAIN. PROVIDE WEATHER CEDAR SHINGLES RESISTANT BARRIER WRAP AT FRAMING AND CAP FLASHING. CONSIDER ------ ------- ................................................................................... COMPLETE COVERING WITH LIQUID COMPOSITE TRIM I- --------------- APPLIED PROSOCO R-GUARD 10"Xio" SQUARE TUSCAN STYLE COMPOSITE CROWN ------------------------------------------------------------------------------------ COMPOSITE COLUMN MOULDING PLAN JECTION COMPOSITE TRIM --------------------------- -------------------------- ---------------- COMPOSITE TRIM ................... TUSCAN STYLED 10"XlO" SQUARE SHAFT EXISTING RAILING SYSTEM ......................... ........................................... COLUMN COVER OVER 6X6 PT SYP POST TO BE [�[MOVED AND THEN SUCH AS HB&G PERMACAST REQUIRED BUT MODIFY AS MAINTAIN MIN. 36" HEIGHT. REMOVE EXISTRq&LF FLOORING PROVIDE NEW WATER HjOOF MEMBRANE I ( OVER FU]- HI G%� AT D SLEEPEL�AT 16' ADD NEW 2X PT W CENTERS AND COVER WITH COMRQ _51TE WOOD DECKING SUCH AS AZEK DE�KING- WALL SECTION C PROVIDE ALUM. DRIP FLASHING AT EDGE OF MEMBRANE DETAIL 50 THAT WATER WILL�DRIP C'VAR OF WALL BELOW TO AVOID STAINING.,,L,. 111— 1HING WITH FACE STRIP I! COMPOSITE DECKING ON EXISTING BEAMS, TRIM, CEILING AND FLOOR f--RAMING TO REMAIN UNCHANGED OR BE REPAIRED AS�REQUIRED ................................ ROOF RAFTERS SPANNING BETWEEN RIDGE BEAMS k4,, HERE DRAWN AS 2X6'S. SEE STRUCTURAL DRAWINGS EXISTING BEAMS, TRIM, AND OPEN LATTICE TO REMAIN UNCHANGED __ATTIC CAVITY RADIAL CEILING JOISTS. HERE DRAWN AS 2X8'S AT ROUGHLY 12" CENTERS. SEE STRUCTURAL DRAWINGS FOR DETAIL V------___�8LOCKllNG BETWEEN JOISTS AS REQUIRED ....................... ................... NEW 10"XIO" SQUARE NEW 10"XlO" SQUARE -------- .............................-------------- ............ ............ ........... COLUMN COVERS OVER COLUMN COVERS OVER --- --------------- ' ' i �X� WD��6�TS� "-�E�I�T�W �X; WD�ZS TUSCAN STYLED COMPOSITE TUSCAN STYLED COMPOSITE ------------ 4* WIDE BEAD BOARD AS CURVED CEILING ............. '--�COMPOSrFE WOD�DTRIM ---------------------------------------------- ........................................... ............. PRE-FINISHED WESTERN RED CEDAR SHINGLES 10 MATCH EXISTING OVER WEATHER RESISTANT BARRIER (WRB) SUCH AS PROSOCO R-GUARD OVER 1/2" PLYWOOD OVER 2X4 WOOD STUDS AT 16" CENTERS 2 4 -------------------------------------------- NEW 10"XlO" SQUARE TUSCAN STYLED COMPOSITE V EXISTING CMU ENCLOSURE WALL COLUMN COVERS OVER '�WWD�ZS. ------------- F XISTING SHED ROOF FRAMING ......................................... HERE SHOWN LEFT INTACT WITH OVER FRAMING AS WALL UP TO RADIAL CEILING JOISTS POSED --------------------------------------- WALL SECTIONS ----------- COMPOSITE WOOD TRIM .............. ....................... CO)APOSffF CROWN MOLDING BEYOND co 7777 .................................. 4 IDE BEAD BOARD AS SOFFIT OUTSIDE BAY WINDOWS. PROVIDE NEW CEILING JOISTS AS REQUIRED 'ZI A� ON/, 05-29-14 ,wo� '�ffig/l m w E-. WALL SECTION D WALL SECTION A, ELEVATION DETAIL WALL SECTION B DESIGN SPECIFICATIONS GENERAL NOTES Et CONST ' �UCTION SPECIFICATIONS. DESIGN CODE: COMPONENTS & CLADDING ROOF SHEATHING SPECIFICATIONS: 2010 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES 32/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 4" O.C. i DGE & 4" O.C. FIELD DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): B OR PLYWOOD SHEATHING, FASTENED wl 8d @ 6" O.C. EDGE A UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. WALL SHEATHING SPECIFICATIONS: AREA (sf) - I I - I IZONE (PSF) 4'-6 24/16, STRUCTURAL 1 APA �Nl) 6" O.C. FIELD. DESIGN LOADS: ACTUAL AND UNIFORM 10 +30.14 -33.0 +30.4 -40.7 Lou Pontigo and ROOF FLOOR MASONRY SPECIFICATIONS: Associates, Inc. ROOF LOADING (cd=1.25) (cd=1.00) 50 +27.2 -29.8 +27.2 -34.3 MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 TOP CHORD LIVE LOAD 20 psf 40 psf 420 Osceola Avenue DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND 100 1 jax. Beach, Florida 32250 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf +25.'9 -28.4 +25.9 -31.6 TYPE M OR S. TYPE N MORTAR MAYIBE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. Ph. 242-0908 Fax. 241-9557 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf F L:CA# 8344 SC:CA#3579 0 psf BOTTOM CHORD LIVE LOAD 10 psf CONCRETE MASONRY UNITS (CMU): BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE VALUES OVI� ARE ALLOWABLE WIND PRESSURE VALUES SID). THE CONTACT US WITH YOUR COMMENTS CMU SHALL BE IN ACCORDANCE WITH ASTM C90- HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, ORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTIJ OF 1900 psi (f'M=1500 psi). GROUT ALL ABOVE WIND ES$URES HAVE BEEN REDUCE BY 0.60 AS PER,%ITTED BY \,,LOMMENTS @ LP-A.00M .,,J A - 0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1 2 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE "WALL HEIGHT EXCEEDS 5'-0". rlf CELLS CONTAINING VERTICAL REINFOR�CEMENT IN 5' THE ALLOWAB E ST DEFLECTION CRITERIA: RESS DESIGN METHODOLOGY. NO FURTHER DUCTION J SHALL BE PERMITTED ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 _7 r _rAR. WALL COURSING SHALL BE RUNNING BONDS, UNUNL I L MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' -0 NS 0 MASONRY STEMWALLS: ALL C MOR FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 CELS CONTAINING VERTICAL REINFORCEMENT WITH 3000 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNEDIFOR BOTH STACK BOND SHALL NOT BE USED. GROUT ALL P51PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR 0 1 POSITIVE AND - DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND �,T EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 1. WND LOADING: INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BARIDIAMETERS INTO EACH ELEMENT. AT 'iSTEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE O� ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLA ION IS PERMISSIBLE. HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF.I'SHALL BE INCREASED AS NOTED ON 1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BE A MINIMUM OF 6". PLUS PRESSUREI,", AND MINUS SUCTION. BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS V OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR CLAY MASONRY (BRICK LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FIRAMIN ,'IS THE BRICK SHALL BE IN ACCORDANCE WITH ASTM C62JC216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. CONCRETE SPECIFICATIONS: BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH ALL CONCRETE HAS BEEN DESIGNED I ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI �E�ISIONS DATE'� IMPORTANCE FACTOR ---------------------- 1.00 AT 28 DAYS MEAN ROOF HEIGHT ----------------------- 20.0 FT CONCRETE AT GARAGE AND PORCH SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ROOF PITCH ---------------------------- 7/12 ----------------------- 11 GENERAL NOTES: BUILDING CATEGORY EXPOSURE CATEGORY ---------------------- D FOOTING AND FOUNDATIONS: ENCLOSURE CLASSIFICATION -----------------ENCLOSED DENOTES EDGE STRIP. FOOTINGS AND OUNDATIONS SHALL 'BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS FIELD ALTERATION INTERNAL PRESSURE COEFFICIENT -------------- .18 r---- SEE C & C CHART RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF CONTRACTOR SHALL CONTACT LOU ABOVE F OR DIMENSIOI\ ORGANIC MATEI�JAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WH CH MAY VARY IC FROM THE INTENT OF THE ORIGINAL FOUNDATION PL!?AN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND CONSTRUCTION DOCUMENTS.ANY MATERIAL SPECIFICATIONS - A LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION FIELD ALTERNATIONS MADE PRIOR TO V BEING APPROVED BY LOU PONTIGO Ft 7r PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR HARDWARE AND ANCHORS: C) UNLESS OTHERWISE NOTED ON DRAWLNGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH IV- *) 7r a 7r @ 48" O.C. OR ROD CHAIRS, PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR ONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 7r 7r ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS; SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. CONCRETE SLABS ON GRADE: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO SHALL BE INSTALLED OVER MINIMUM ',6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND ALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR EXTERIOR SHALL BE GALVANIZED. PREVENTION OF SUBTERRANEAN TERMITES. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE HOLES SHALL BE 1/4" DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, SAWCUTS: FOR CONTROLLED CRACKING CUT A V) AWCUT INTO SLAB IN A 16'xl6' GRID WITHIN 12 HOURS C F CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE LARGER THAN REBAR SIX AND LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: METHODS. (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE R PONSIBLE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURE&. ,OR WOOD FRAMING SPECIFICATIONS: SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTR CTOR �.�A R ANY (DUAL CARTRIDGE INSTALLATION ONLY): z -OTHER .PERSONS PERFORMING THE WORK OR FOR THE FAILURE F ANY OF ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FO WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT Uj z EPDXY: ITW RED HEAD A7 WITH MASONRY, CONCRETE OR SOIL_SHALL� BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESER\ATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONT ACT LU REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS.-4 WELDED WIRE FABRIC (WWF): SHALL BE ASTIVI A185. PRE-ENGINEERED WOOD TRUSSES: LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: COMP "WITH -i-AND, AITC 100. CqNTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS ND SHALL,�COMP LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL BEAR THE SEAL OF AN ENGINEER'1,flN E �BEING BUILT �`A THE ITE ,MS', SPECIFICALLY DESIGNED BY THE STRUCTURAL El GINEE ARE -TO-TRUSS CONNE0, ON'S`_,`ANb!�-4'RUSS ,�PROrILES ARE THE, RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC INSTALLED AT ALL TRUSSES AS INDICATED� IN THE "TRUSS SHOP DRAWINGS. ALL TRUSS n LIMIT%P'510', THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, %� �0 TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE N�ECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP s, MODULUS (E)1,900ksi, BENDING STRESS (Fb) , 2600p,,;1'!',-,,;, D PANL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS 01 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NO-- DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOF FRAMING NOT T ROOF COVERING SPECIFICATIONS: SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY S U ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. THE CONTRACTOR SHALL BE RESPON IBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CL,,Y AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CI]I�Y ROOF TILE INSTALLATION MANUAL." AND !HE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH �STM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S R'EQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. _1 Z WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. 0 U SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN L EGEND AND ABBREVIATIONS EXISTING STRUCTURE NOTE: EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. _CTION A VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF UPLIFT CONNE MEMBERS EY P E FASTENER 2z= INTERIOR LOAD BEARING WALL lq�71 BUILT-UP POST IN THE WALL THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING CONNECTOR FASTENERS FL# CODE NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 2-GLIN NAILS 0 12" STAG. MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD GABLE X-BRACE, SEE DETAIL 8/S5.3 A,35 450 450 12-8dxl 1/2 10446.4' CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS H6-1/2 HEADER SIZE, JACK AND KING STUD BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR H2.5T 600 520 5-8d EA. END 11478.3 DESIGNATES SHEARWALL. THE QUANTITY. OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS HIDDENILINE DESIGNATES SIDE OF PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF DESIGN H8 620 530 5-1 Odxl '/2" EA. END 11470.3 -------------- RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" S WALL T E SHEARWALL SHEATHING ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MTS12 1000 860 7-1 Odxl '/2" EA. END 10456.3 TO BE APPLIED. 8d @ 3/6 Jk N NAILING- CRITERIA CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS @ 3" HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 8d@3'j/6PP ', 4 1 " O.C. "IN THE O.C. ED�GE & 6 AND CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" MSTA24 1765 1270 9-10d EA. END 13872.4 I CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-CUN NAILS GENERAL MSTA36 2050 1870 13-10d EA. END 13872.8 - ADJ ADJACENT LG Long JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BE�*M MANUF Manufacture El A D A NOTES 18-16d TO TRUSS/BEAM STRUCTURAL DRAWING INDEX HTT4 3480 3080 11496.2 (3-8d) 3-GUN NAILS BOT B9,TTOM MONO Monolithic 1-5/8"0 ROD TO FTC. RAFTER TO PLATE TOE NAIL BRIG - BQARING, OC On Center 00 NOT SCALE DIMENSIONS FROM CMU - C9 OSB Oriented Strand Board SO.0 DESIGN CRITERIA AND GENERAL NOTES THESE DRAWINGS.IF A DIMENSION IS 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS ,NCRETE MASONRY UNIT UNCLEAR REFER TO THE HTT5 5250 4670 11496.2 DBL DOUBLE PERP - Perpendicular S1.O WALL AND ROOF FRAMING PLANS, AND SECTION ARCHITECTURAL DRAWINGS OR 1-5/8"0 ROD TO FTC. : (2-16d) 3-GUN NAILS A - ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL DIA D14METER PRE ENG - Pre Engineered S2.0 PORCH SECTIONS 6-10d TO HEADER EA EACH PSF Pounds per Square Foot O.C. @ EDGE AN NAME LUS28 930 780 10655.113 CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16 EE EAqH END PSI Pounds per Square Inch C 4-10d TO JOIST r PO'RL H ADDITION CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT - PRESSURETREATED 14-16d TO HEADER EQ EQqAL QT - Quick Tie DESIGN/DRAWN/CHECKED STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS CS / WAC/LAP HU410 905 785 10531.36 EXT E�JTERIOR REINF - Reinforce 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING I ACE NAIL 1 (16d @ 16") GUN NAIL @ 8" FBC FLPRIDA BUILDING CODE SF - Square Foot DATE I FDN FOUNDATION SPF -Spruce Pine Fur 06-19-14 ABU44 2200 5/,,"0 ROD w/ 12-16d 10849.6 FT FOOT SYP Southern Yellow Pine CONTROL NO. ABU66 2300 5/a"O ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG__ FO�TING THRU Through 478 HDR - HEADER TYP Typical SCALE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"xO.131"O = GUN NAILS 2"xO.113"O = RINK SHANK 2"xO.113"O = 6d 21/2"xO.131"O = 8d HORIZ - :,OORIZONTAL ILION Unless Otherwise Noted AS NOTED 1675 1675 10-16d TO STUD/BEAM/POST 11 49b..5 LBS POUNDS VERT Vertical M F LFA NO. LTT2OB 3"xO.148"O = 10d 31/2"xO.162"O = 16d WWF Welded Wire Fabric OR CODE COMPIJMC 1-1/2"0 ROD TO FTC. NW1 mc DURR-14-00346 V/2"xO.148"O 10dx11/2 " 11/2"xO.131"O 8dx11/2 " 'Cnl 7 010-NMINTIC MACH SHEET LSTA1 2 805 695 10-10d 13872.5 RAD r t4 �n B 15 TE 0 t L �,�Lum- �m SO.0 AND C0j4Drfj()jj5, IFILE COPY " D 110 CS1 6 1705 1705 13 8d 10852.1 o EET OF 2x4X6 -0 RAFTER EXISTING STRUCTURE NOTE: EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. TAILS w/2-12d VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF @ So.c THOSE STRUCTURES, AND NOTIFYj ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INT�,RFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUdflON"DOCUMENTS AND/OR ACTUAL FIELD —7 CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY 2-Pff 9.5m LVL BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY To PROTECT THE STRUCTURE AND ANY Lou Pontigo and PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE REIPONSIBILITY OF THE CONTRACTOR. Associates, Inc. 2x1 2 ROOF A (D E - RAFTERS @ jax. Beach, Florida 32250 24"o.c Ph.242-0908 Fax. 241-9557 M A_ON' FL: CA#8344 SC:CA#3579 k4GE RIDGE BEAM SEE PLAN LUS210 HANGER CONTACT US WITH TOUR COMMENTS COMM�,N,�T,,S�@,�LfrA,.COM EACH END OF JOIST 2x6 P.T LEDGER ATTACHED TO ROOF SHEATHING P/ EXISTING CONC. RAKE BEAM (TYP) ......... NSA�7 w 8 n= 2-PLY 14" LW RIDGE EMBEDMENT Jn f-00 EXISTING HL ��210 2 X, 4VZ STRUCTURE EXISTING CONCRETE I (2)2x6 KING POST EXTEND POST FUL TO "REMAIN" BOND BEAM BELOW RIDGE. STRAP-,. ,,-, R PLATE HEIGHT T 0 UPPE GE R AFTERS, H SEE PLAN "_�MASONRY HANGER, TOP & BOT W/ (2)HTS16 2-PLY 14" ID F S E, P L'�,' IN ' REVISIONS F 1711 T SPE%-_)- DATE SHEATH G, SEE \�-o LUS26 HANGER 4 LU S26 HANGER C PLAN HJ�21012 S1.0 X, --2-PLY 14" LVL RIDGE ------------ I LD ALTERATION CONTRACTOR SHALL CONTACT LOU E PONT GO a ASSOCIATES PRIOR TO 8 LEDGER. MAKING ANY STRUCTURAL FIELD FASTEN TO CMU MODIFICATIONS WHICH MAY VARY ,,-2xl 2 ROOF w R_Ct_CCtF_ E11GE FROM THE INTENT OF THE ORIGINAL WALL w/2-Y4"xY LOW BEAM, SEE CONSTRUCTION DOCUMENTS.ANY :=AN DE-F-[E- FIE ��ILR�, O�S Z RAFTERS @ TITEN HD SCREWS z 1/S2.0 24"o.c ASSOCIATES MAY RESULT IN 16"o.c 8-L-E-D-GE-R_FA_S-TENI ADDIT�ONAL ENGINEERING OR NSPECTION FEES. T -E- -W 0 ACH ALL TUD W/ 4=12d PLUS -1/pp -zpf ES D-S---S 2-PLi' 9.50 VL Uj STRAP BEAM TO POST w/1-HTS16 STRAP 3 S1.0 ROOF FRAMING PLAN Uj SCALE: 1/4" V-0" NOTE: 1. FASTEN ROOF TRUSS TO TYPICAL BAND BOARD WITH oe SIMPS6N H2._5T PLUS 2_12d TOENAILS. SEE PLAN FOR OTHER CONNECTORS. In q,� %N, EXISTING CMU WA LL. Uj 2-PLY 9.5" LVL ---- ------- Uj �z FULL HEIGHT 5.25x5.25 PARALLAM 2 C%4 PLUS PRESSURE TREATED PSL POST A --------------- HANDRAIL SEE ARCH. V� �FULL HEIGHT EXISTING 5.25x5.25 PARALLAM STRUCTURE PLUS PRESSURE TREATED PSL POST FLOOR SHEATHING- TO "REMAIN" 0 rEb SET POST DIRECTLY, X -_XIS1ING F Cq ON BEAM BELOW, --- -------------- - -- 11111"s - \ I HEATHING G) STRAP w/ 4-CS16 EXISTING WALL �Si.o) FLOOR JOIST AND NO STRUCTURAL WORK BELOW TOP ROOF -X 141 S1.0 ri I It OF EXISTING DECK FRAMING EXISTING JOIST PLANS, AND \-EXISTING LEDGER - -------------- EXISTING LEDGER AND BOLT EXISTING WOLMANIZED SECTION /278/ D -R 3,5X1 1.25 PARALLAM 00 NOT SCALE DIMENSIONS FROM IT C/ THESE DRAWINGS.IF A DIMENSION IS F'-'A BEAM ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. T� EXISTING CMU WAL[ 6 X C14 PORCH ADDITION EXISTING POST DESIGN/DRAWN/CHECKED CS / WAC/LAP DATE F 06-19-14 ---------------------i— I f% CONTROL NO. 7��ZZZ 478 - ------ 2-PLY 9.5* LvL_7__ SCALE 3 AS NOTED S1.0 LPA NO. DUPR-14-00346 SHEET PORC WALL FRAMING PLAN H SECTION SCALE: 1/4" V-10" si.o SCALE: 3/4" S1 .0 L� i L EXISTING STRUCTUIRZE NOTE: EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING S1.0 NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT RIDGE, SEE PLAN MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD 2x12 ROOF RAFTERS CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY RIDGE, SEE PLAN BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR TYPICAL DOUBLE TOP ROOF SHEATHING OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY Lou Pontigo and PLATES PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF Associates, Inc. FASTEN TOP PLATES TO EXTHND POST FULL ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STUD w/ H3 @ 32"o.c HEIG'HT TO PLYWOOD ��RIDGE, SEE PLAN PLATES (TYPICAL) ........ sceo a venue 2x6 BLOCKING FASTEN STUDS TO LOW jax. Beach, Florida 32250 -0908 Fax. 241-9557 BEAM w/ MTS12 @ 32 o.c Ph. 242 F L: CA# 8344 SC:CA#3579 -—- - -- CURVED PLYWOOD PLATES, CONTACT US WITH YOUR COMMENTS SEE 3/S2.0 COMMENTl 'n 2xl 2 ROOF RAFTERS 2x12 ROOF RAFTERS SLOPE CUT TO EXISTING SLOPE CUT TO EXISTING -S "I I ROOF ELEVATION ROOF ELEVATION No. 533 % (3)2xl 0 % p 2x4X6'—O" x4X6'—O" RAFTER TAILS N w/2-12d HUC210-3 �ANGER find @ 3'o.c w/2-12d @ 3'o.c EACH' END �A" V , ' ' 'ki RAFTER TAILS f DECORATIV64 WOOD ARC w/ LATTICE FTE�ISIONS DATE BEAM, HUC210-3 --,Z(3)2x10 WALL SHEATHING P R (3)2x10 BEAM, SEE PLAN SEE PLAN HANGER EACH END CONSTRUCTION SPEC's. HUC210-3 HANGER OVERLAP w/ LOW E EAM EACH END (TYPICAL) —FULL HEIGHT "-�WALL SHEATHING PER FULL HEIGHT 5.25x3.25 5.25x5.25 PARALLAM PLUS CONSTRUCTION SPEC's. PARALLAM PLUS PFESSURE PRESSURE TREATED OVERLAP w/ LOW BEAM TREATED PSL POST PSL POST (TYPICAL) FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIG \—NEW POST, SEE PLAN MAKING ANY STRUCTURAL FIELD MODIFICATIONS WH CH MAY VARY C FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a 11 ILL-LA LLLLI 11 11 11 11 11 EXISTING WOLMANIZED 3.5x11.25 PARALLAM BEAM—/ SET POST DIRECTLY ON BEAM BELOW, Uj EXISTING 6x6 STRAP w/ 4—CS16 Lij ift ±NST (6 PLACES) PORCH ELEVAT ON SCALE: 3/8" V-0" Lij Z Uj \1��-o w Uj 4< V) I? ROOF RAFTERS, SEE PLAN LLJ Go T 2x12 ROOF RAFTERS x SLOPE CUT TO EXISTING SLOPE CUT TO EXISTING ROOF ELEVATION ROOF ELEVATION 2x4X6'—O" RAFTER TAILS —2x8 CEILING JOIST @ 16 ' 2X4X6'—0" RAFTER TAILS w/2-12d @ W/2-12d @ 3'o.c 3'o.c O.C. TO MATCH CURVE PORCH CURVED CONTINUOUS TOP PLATE SECTIONS CONSTRUCTED OF (4) LAYERS OF 3/4" CDX PLYWOOD, STAGGER (3)16d @ 16,"o.c LAP SPLICE, FASTENED WITH 10dX1Y2" @ 8"O.0 STAGGERED IN ADJACENT PLIES WITH CONSTRUCTION Do NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS ADHESIVE BETWEEN EA. PLY (TYPICAL) UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FASTEN SHEATHING AT PLYWOOD PLAN NAME TOP & BOT. PLATES WITH (2)#8x2)12" PORCH ADDITION GALV. WOOD SCREWS @ 6"O.0 (TYP.) DESIGN/DRAWN/CHECKED 2x6 @ 16"o.c CS / WAC/LAP SPF#2 WALL STUDS---' \11�—WALL SHEATHING PER CONSTRUCTION DATE 06-19-14 SPEC'S ------------ CONTROL NO. 478 SCALE AS NOTED LPA NO. PORCH SECTION DUPR-14-00346 CURVED PLYWOOD TOP PLATES SHEET SCALE: 3/8" V-0j) SCALE: N.T.S 1\�o j S2.0 �,�SHEE�T3 O�F3