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1241 Ocean Blvd 2014 New Home Plans s ` i General Notes tit 000 G 0 wood_ building re5trlctlon line _ _ __ a b r r - �.1J -4 8 - 4 p \ 2 Story a 44 4 4 turf blockpavers 44 Sn ° . garage - - - - a _ 4 e e a p a a 4 44 a - h r q) pool pavers wood + iQ - deck shower r ipad /� - • 2- 0 - U-i I~-- t 1 '�,3.; i+`i i cz z covered porch \ /� LOT AREA CALCULATIONS - PROPOSED WI wooden - T TOTAL LOT AREA 8,250 SQUARE FEETJ. 3 i NEW.RESIDE CE - 2, 170 SQUARE FEET hx v��� 1 J w ,..s FRONT PORCH �. �I X48 SQUAB FEET w E M.. . x i 437.SQUARE FEETPORCH Y n POOL PAVERS (285 5f @ 50%) 143 SQUARE FEET - GARAGE GOO SQUARE FEET RIVEWAY TURF BLOCKS ( 1450 5f @ 0%) 0 SQUARE FEET , - > DRIVEWAY CONCRETE (487 5f) 487 SQUARE FEET 2 5TORY WALKUVAY.. PAVERS (42 5f @ 50°Io) 2 I SQUARE FEET No. Revision/Issue,°Date r F ME ,, EQUIPMENT PADS 3G.SQUARE FEET ` s N USE OUTDOOR SHOWER PAD 9 SQUARE FEET - General Contractor ''`s TOTAL LOT COVE GE 4,05 1 5QUAKE FEET ; PHILLIPS BUILDERS DE LL R5 . y °Io OF LOT COVERED49. 1 % - 1 545 SELVA MARINA DR. ATLANTIC BEACH FL 32233 Ncovered f fi i' -- � i building re5trlctlon line; q� porch h V� ' i _ Firm Name and Address wooden - JOHN ROWAN DESIGN, INC s ' ,� j �`` 151 5AWGRA55 CORNERS UNIT 101 0 PONTE VEDRA BEACH, FL i ti94) 759-7087 51TE PLAN � Project Name and Address � SCALE I PHILLIP5 OCEAN .BLVD. 10 24 1 OCEAN BLVD. ATLANTIC BCH, FL To t t CT To /a\ SITE PLAN _ Project Sheet 4 2014-0009 S ate 4 r 03/OG/ } Scale ` - • 1 -- 10, OF (5 SHEETS §'Z ' ~ 1 !1 4. - � , •;art, ... ,t - ,J h t.. ', LOT AREA CALCULATIONS - PROPOSED TOTAL LOT AREA 8,221 SQUARE FEET NEW RESIDENCE 2, 170 SQUARE FEET FRONT PORCH 148 SQUARE FEET LOT 9 LOT G REAR PORCH 437 SQUARE FEET BLK 50 BLK 50 POOL PAVERS (2(52 f @ 50%) 141 SQUARE FEET General Notes GARAGE G00 SQUARE FEET N j' DRIVEWAY TURF 5LO.,K5 (1446 sf @ 0%) 0 SQUARE FEET DRIVEWAY CONCRETE (487 sf) 487 SQUARE FEET O ° 50 UTH 16' _ ' WALKWAY PAVERS (43 sf @ 50%) 2 1 SQUARE FEET U 0 LOT EQUIPMENT PADS 36 SQUARE FEET (� VERIFY ALL DIMENSIONS AND TOB elevation 5 0059109" W 6 6 . 00'D OUTDOOR SHOWER AD 9 SQUARE FEET S- for reference only CONDITIONS. TOTAL LOT COVERAGE 4,049 SQUARE FEET �'-�" I\2" FIRC ' (� % OF LOT COVERED 49.3% � = AREA 'C' -3° �_ ALL DIMENSIONS ARE MEASURED LB# 5488 66.39 TO FACE OF BLOCK FACE OF bottom elevation FRAMING MEMBERS - UNLESS I\2" FIPC for reference only 34.0' (D) G' WF LB# 4021 10'-O" OTHERWISE NOTED. =Wood— �_ ° a building restrictio_n_1 I e - )_�j _ _ _ ___ ° 4 bulilding restriction line ALL NEW PLUMBING FIXTURES, o x ° ° TILE, LIGHTING FIXTURES, I wood— - � � ° ° ° ° ° I0-0 _ _ _ _ _ _ ° °a as CABINETRY, APPLIANCES AND - -- — ------- LOT 3 building restrlctlon line x ° 4 building restriction line BLK 50 _ 2 story ° ° turf;biock pavers FLOOR COVERINGS TO BE ° a °° x frame - - - - ° concrete 4 ° ` SELECTED AND APPROVED BY 4 ° drive NOTE: OWNERS BASED ON garage I FINAL GRADING TO CHANNEL CONTRACTOR PROVIDED 4' C.L.F. ° ° a °a - - - - - ° ° 2 5tor °° concrete ° STORMWATER INTO ON-SITE TREATMENT ALLOWANCES. x y ° turf block frame - - - - - ° drive ° - aavers ' ° ° ° VV 11 ° I� AREAS. HVAC SYSTEM REQUIREMENTS TO ° ° ' P 04 - -- - - ° ° DE DETERMINED BY OTHERS. x / pool pavers °° ° ° ° x4 AA/ = wood ec - STRUCTURAL SYSTEMS ° Q �'I _ 5pdr' wood LOT 8 REQUIREMENTS TO BE DESIGNED BLK 50 x Poo° 0 DETERMINED BY OTHERS. _ woo _ pavers x ° i _'N _ °a m swimming DESIGNER ASSUMES NO LIABILITY ' n � 5hower r „ Cv CV p°OI FOR ERRORS OR OMISSIONS IN �1 / p wood � --- _ ai u Q� BUILDING PLANS. CONTRACTOR TO swlmoing 01 pOOI `_ VERIFY THAT SCOPE OF WORK N X �� N ° MEETS ALL APPLICABLE CODES CV _ - G VF covered PRIOR TO COMMENCEMENT OF L LOT 2 porch = o V V V V AA/ WORK. N B L K 50 wood - m 11J - covered — porch = wood °m GI WF — m z \A AAAAAAA, ° 2 STORY FRAM E j - ..... rv>.,_•... .,- . ..,... >- .:=� »3, , -s,s-mss . — .-` 2 STO , . . AA # 12 I yy+ 4 F HOUSE I o # 1 24120 i �\ / 20'-0" No. Revision/Issue Date '— " , covered building re5trlction line / porch\ TOB elevation building restriction line \ LOT I TOB elevation woo for reference only General Contractor - - - 20'_011 - - "- - covered - / -__------_____--__"_____ BLK 50 �� for referenceonlyO ste s O-Di PARKING NOTE: building 1^e5trlction line porch building 1`e5trlction line PH I LLI P5 BUILDERS 2 1545 SELVA MARINA DR. ARAB' Con5tructlon vehicles may ark W 'U 3 ARE N ,� Y p O ste s - I L bottom ele at. 1 3in the ROW of the construction '-h for reference only ATLANTIC B EACH , F L lot. 32233 1L [ I bottom elevation LOT 7 port-o-let f r nce onl Construction vehicles may NOT o m m 1 v � �BLK 50 0 A A park in the street, or in the ROW of other lots. L 34.0' (D) ,l arm Name and Address I\2" PIP, NO ID \ JOHN ROWAN DESIGN, INC 1\2" PIP, NO ID I N 000 23I " GG - 001D E3-- Note:TEL existing utility pole to UTILITY Qe 151 SAWGf�A55 CORNERS — « 65 .9G' M 04! uTILTTY be relocated to north URVEY INFORMATION PROVIDED BY: �o ° ° POLE POLE property line = 4 ° UNIT I O o—CATV -XACTA Land Surveyors, Inc. proposed new xxx location of utility pole UN1 � 4 1940 fairway Lakes Drive PONTE VEDRA BEACH , FL �o e.o.F. 9x ' 4 ° 4 5uite I fP,,,/W) ron t Meyers, Florida 33913 BLVD 5 0' (J04) 759-7087 5' concrete apron OCEAN B# 7337 to - - - - - - - - - - OCEANE3LVD 50 �/7 EGAL DESCRIPTION• Project Name and Address _ PHI LLI P5 OCEAN BLVD. - - - - - - OT 7 AND SOUTH I G FEET OF LOT 8, / LOCK 50, MANDALAY, ACCORDING 124 1 OCEAN BLVD. O THE PLAT THEREOF RECORDED IN ATLANTIC BCH , FL LAT BOOK 10, PAGE I I OF THE URRENT PUBLIC RECORDS OF DUVAL DAIA E PLA OUNTY, FLORIDA. N GN 51TE * DRAINAGE SCALE I ° = 10' PLANS 51TE AN 11 j Vehicle Parking Space Project Sheet SCALE I I O STORWATER STORAGE CALCS PER ATTACHED COAD WORKSHEET 2014-0009 1 " REQUIRED TREATMENT VOLUME 877 CUBIC FEET Date 04109114 — SUPPLIED TREATMENT VOLUME 883 CUBIC FEET Port-o-let Scale 101 OF 1 2 SHEETS 4 LOT AREA CALCULATIONS - PROPOSED TOTAL LOT AREA 6,221 SQUARE FEET NEW RESIDENCE 2, 170 SQUARE FEET FRONT PORCH 148 SQUARE FEET LOT 9 LOT 6 REAR PORCH 437 SQUARE FEET BLK 50 BLK G GABA © �GOO SQUARE FEET General Notes DRIVEWAY TURF BLOCKS 1332 @ 50%) SQUARE FEET m QUARE C� EQUIPMENT PADS 3G SQUARE FEET p .J 0 U T i H I I C >g OUTDOOR SHOWER PAD 9 SQUARE FEET v O LOT V TOTAL LOT COVERAGE 4,087 SQUARE FEET - I VERIFY ALL DIMENSIONS AND 5 9 �` in �' CONDITIONS. .J 0°5 910✓I l W �0 G . 00'D % OF LOT COVERED 49.71 % - lot is to be 100%lauded with St.Augenstme G G,3 91 M ALL DIMENSIONS ARE MEASURED 1\2" FIPC turf grass. An automatic sprinkler system to be C TO LB# 5488 installed to cover 100%of turf grass. 0 FACE OF BLOCK, FACE OF 34.0' D LB# 402 I ,- wOo = j FRAMING MEMBERS - UNLESS ( ) 6 WF I0 O I _ _ _ 10'-0" OTHERWISE NOTED. I _ estrictlon II e - - - - - - C - T building restriction line ALL NEW PLUMBING FIXTURES, install new 4" - - - - - x diameter(min.) I x - 10'-0" I woo _ oak tree t - I II TILE, LIGHTING FIXTURES, _ _ — — --____—_ —_-_-__ LOT 3 = CABINETRY, APPLIANCES AND bulidln restriction fine- --------- -----------'�---� - I ----------- -------- 0 F' 9 _ ___ y building restriction Brie BLK 50 2 story FLOOR COVERINGS TO BE x frame ` - - - - turf block- SELECTED AND APPROVED BY A garage - - - - pavers V V-)00000OWNERS BASED ON FINAL GRADING TO CHANNEL CONTRACTOR PROVIDED x 2 story _ STORMWATER INTO ON-SITE TREATMENT ALLOWANCES. x Tram - - - - _ turf block_ AREAS. HVAC SYSTEM REQUIREMENTS TO para e - - - - pavers - o E. BE DETERMINED BY OTHERS. - ---- - x - - x I G'-1� W°° STRUCTURAL SYSTEMS � s LOT 8 possible future O j pad wood swimming pool location, REQUIREMENTS TO BE DESIGNED BLK 50 x © p swimming pool not toLn DETERMINED BY OTHERS. j m G swimming be included in building DESIGNER ASSUMES NO LIABILITY — showe /V VVV\ � �0 permit L� m pad wood — N °12 pool I - FOR ERRORS OR OMISSIONS IN ( n W I 3�� re wired safet BUILDING PLANS. CONTRACTOR TO V! sWimmin _ a Y j Nipool 1� fencing for VERIFY THAT SCOPE OF WORK _ - > �- Z p 4--1swimming pool to MEETS ALL APPLICABLE CODES 1; _ �} �-F� be determined PRIOR TO COMMENCEMENT OF 5'-01, m - 6' VF - �' loo covered upon application WORK. LOT 2 porch = - for swimming pool o - N BLK 50 wood m p ermit covere - - W � I � porch = L -21 _ 1 — ex _O F== M 'O 6' WF lo O71m 2 STORY HOUSE ,. 1205511:9le futu e N # 1 24 1 Dum ster to be Shappelle's 2 STORY wlmming pool location, p FRAME wlmming pool not to or other on city approved HOUSE erm tuded in building list. � # 124 1 s Dumpster cannot be placed equired safety on City right-of-way. 01 REVISIONS 5/8/ 14 encing for L wlmming pool to 3 0 site revisions 5/ 12/14 � � termined poneapplication , „ (1) 20'-0" 3 reduced size of driveway 5/ 15/ 1 x or swimming pool 20-0 covered ermit build) restrlctlon llne TOB elevation 0-0orch 06 levatio ep- VVV or re erence only p or re e c on bUllding restriction line LOTI - " General Contractor y 2 -0" ste s j 20'-0" covered BLK 50 1�� ----- ---------- ----- ----------------------- ----- --------- - - - PARKING: building restriction line porch x building estrictlon line _ PH I LLI P5 BUILDERS �l AREA 'A' " 1 545 5ELVA MARINA DR. I Wood 'I AREA '15' Construction vehicles may park m, Ste 5' 0" bulidln I 6 6 In the ROW of the construction ATLANTIC BEACH FL ste s Q bottom ele anon V Ln XA for reference only — XXXLot 15 to be 100%sodded _ x restriction line y bottom elevation _ ort-o-let Construction vehicles may NOT 32233 J with 5t. Augustine turf grass. I for reference only IOt. y � I � � � LOT 7 An automatic sprinkler system - n 41 (3 l\ to be installed to cover N - Q f- I 00%of turf grass, park in the street, or in the 4- BLK 50 �i install new 4" ROS' of other lots. diameter(min.) v X. oak tree—,,. 34.0i (D) \, Firm Name and Address I\2" PIP, NO ID I\2" PIP, NO 11) Note: JOHN ROWAN DE51GN, INC N 0002'3 I 11 � � � 00'D o— TEL Q ° existing utility pole toa 1 5 1 5AWG RA55 CO RN ER5 UTILITY be relocated to north SURVEY INFORMATION PROVIDED BY: UTILITY G 5.9 G' M S POLE property line ❑ UNIT 10 1 POLE —CATV EXACTA Land Surveyors, Inc. proposed new '�', o 1 1940 fairway Lakes Drive 7PONTE VEDRA BEACH FL location of utility pole N a SuiteI 4 I yrs, Florida 3391 3 (904) 759-7087 5 concre e a Ft Mee ron OCEAN B LB# 7337 �o OCEAN EGL 3LVD 5 0 R/W) LEGAL DESCRIPTION: Project Name and Address CONSTRUCTION NOTES: � LOT 7 AND SOUTH 16 FEET OF LOT 8, PHI LLI P5 OCEAN BLVD. Pull right-of-way restoration, including sod is required. = BLOCK 50, MANDALAY, ACCORDING J111241 OCEAN BLVD. Pull erosion control measures must be installed and approved prior to beginning any earth disturbing activities. TO THE PLAT THEREOF RECORDED IN ATLANTIC BCH , FL Contact Public Works(247-5834)for erosion and 1 PLAT BOOK 10, PAGE I I OF THE sediment control inspection prior to start of construction, CURRENT PUBLIC RECORDS OF DUVAL DN/ \ INAGE I � SITE * DRAINAGE COUNTY, FLORIDA. y SCALE I " = 10, PLANS 51TE PLAN SCALE III = 10' Vehicle Parking Space Project Sheet TORWATER STORAGE CALCS PER ATTACHED COAG WORKSHEET 2014-0009 REQUIRED TREATMENT VOLUME 9 12 CUBIC FEET Date 04/09/ 14 — SUPPLIED TREATMENT VOLUME 91 5 CUBIC FEET Port-o-let Scale 111 = 101 OF 12 SHEETS , s .. a y _ o � � NOTES EPDXY NOTES GENERAL NOTES ALL-THREAD " FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 0 1. CODES USED: 2010 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m � EDITION,ACI, NDS,APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 9 w 2. ALL DESIGN, 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE (TIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. o a CODES AND AUTHOR ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF f ¢ COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z ~ IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 0 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 0 DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) z O v THIS JOB ONLY. ACCORDANCE WITH APPLICABLE SAFETY LAWS. EE 11 OTHERWISE ON THE PLANS. C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. o a o THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 v o 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF I PSI AND TENSILE STRENGTH OF 2,300 PSI, OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON ET EPDXY vi SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 4, ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE z DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ASSUMING 2000PSF SOIL CAPACITY. Ii 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. r 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH ASLO I OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: o THE SCOPE LAITANCE, DUST, DIRT,AND OIL. � C) WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 6"-TYPICAL WALLS, MONOLITHIC FOOTINGZ 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 0 MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS > OT FY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS W Z N I INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS AR SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. 'LACE A 1/2" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. U CONCRETE NOTES z W 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS 3ELOW, IT IS N ER ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN HE BOTTOM 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CET OF THE SLAB. WWM SHALL BE LAPPED $". OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 fn z THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH = 1/2". AND 5/S5 FOR STRAPPING ALTERNATIVES. V 0 > O 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED CONVENTIONAL FRAMING NOTES OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON m � W Q � PRIOR TO POURING. ` 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP, 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, z U) U m COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE �' U FOOTING. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. O J i r N z 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. r F- 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. f z = Q 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO SEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NP ILS INTO THE MO., WHICHEVER IS GREATER. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. O 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; AND(5)8d NAILS INTO THE SLEEPER. 8.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. 8.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 8.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dX1- /2"NAILS. REINFORCEMENT. 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, (11)INTO STUD BELOW. INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYRCOLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS BOTTOM OF N COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. T ' a fl C7 C7 0 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL, CONTACT ENGINEER OF RECORD IF ` 3 o o cac STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH ¢ INTERSECTION OFrvSLEEPER AND EXISTING FRAMING. 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. ROOF RAFTER FRAMING NOTES RIDGE BEAM rn 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING �+, CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD Uj CONSTRUCTION. ------------ CEILING JOIST 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. O -- - - -- COLLAR TIE 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE z ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER (2)2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. TOGETHER WITH(1) ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO -j • COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP TREATED. WITH (9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. �-+- W 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. z 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. W 7. DIMENSION LUMBER `D 7,1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 1 v co LC O, ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED LO G co('UO BELOW: N � w¢ M m 8d=0.131"x 2-1/2" -i � ar,y_ .:r.... �,..:r � 2.2 10d=0.148"x3" it U_LL 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" to C> HOW FOOTINGS SEE FOOTING DETAILS ON THE FOUNDATION PLAN4a } N 04 9. WHERE FRAMING DETAILS S AND/OR THE FOOTING DETAILS SHEET. ' ca J 3r ca 10, CONVENTIONAL FRAMING LUMBER IS 2x No,2 SYP UNLESS NOTED OTHERWISE. X _ f. i �z N 'a to C O f' O O LOAD TABLE <I N ( N ROOF: � v`{ . _ 1 v � g�`9i3dlii3y�� rot -moi rn 20.0 PSF d "�'d ®,r LIVE LOAD: Y DEAD LOAD: 7.0 PSF ENS"' 'f `` . jw„r CEILING: LIVE LOAD: 10.0 PSF ae. LIVE LOAD-STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF ' F FLOOR: COMPONENT AND CLADDING .`� eiO F40.0 PSF '� �'� LIVE LOAD: 10.0 PSF DESIGN PRESSURES DEAD LOAD: DECK LIVE LOAD: 50.0 PSF 1-14 EFFECTIVE INTERIOR ZONES, EN ' GEO 59328 D ZONES PSF fl.• WIND LOADS: AREA, SF PSF 130 MPH WIND SPEED: + Sheet No. EXPOSURE: C 0-20 24,4 -32.0 24.4 -26.6 IMPORTANCE: 1.0 BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25,3 a r ENCLOSED BUILDING: � � r � 50 . 01 INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 � =- 1 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. o c� 48'-0" ¢ c(7 20'-0" 7'-44" 10'-24" 9._14 74.� c� 7'-0" 6-0" 7'-0" 2$'-0" AT DECK ONLY:2X8 DECK JOISTS WITH 2X8 00 c9 LEDGER. FASTEN EACH END OF JOIST WITH LUS28. FASTEN LEDGER TO STEM WALL WITH (2) o > 11% 1 3'-0" ROWS OF 1/2"BOLTS EMBEDDED 5 INTO STEM o � YS21 WALL AT 12"O.C.STAGGERED. o S2.01 z o __ CONTINUOUS BOND BEAM WITH 2500 PSI z r 1 - CONCRETE AND(1)#5 BAR i FOOTING AND SLAB POURED WITH 3000psi w r S2.01 I I o I = - — — - CONCRETE WITH FIBERMESH. FIBER REINFORCED CONCRETE SLAB,4"THICK I E Z p r — _ UNLESS NOTED OTHERWISE ON PLAN. FINISHED z ' ° -' z o I _ ————— - - _ — 8"X16"CMU STEMWALL. STEMWALL VERTICAL _ o n~ o —` �— GRADE ° -I I=III=I I (= REINFORCEMENT TO BE#5 DEFORMED BARS AT _ 00 ° ° ° - III= C° cUn I I I=III 48"O.C. FILL CELLS WITH 3000 psi CONCRETE. I I o III—I I II= I— III—III - 6 MIL VAPOR BARRIER OR EQUIVALENT 7 ONE STORY: d=8",b=16", (2)#4 BARS I I IN—I • I—I I= WATERPROOFING BETWEEN COMPACTED I I I I V.01 TWO STORY: d=10", b=20", (3)#4 BARS =� I= a SUBBASE AND FOOTING/SLAB - I=—III M��' ti� �a ° ° � _ THREE STORY: d=12", b=24", (2)#5 BARS I- t i _, I I I I I Oo 00 I d •. I I I I. -I � � � X i i �- — I- ONE STORY: X= 12"WITH (2)#4 0 VERTICAL REINFORCEMENT TO HAVE 9 BEND I I , . ;,I I- TWO-STORY: X= 16"WITH (3)#4 w o — AT BOTTOM AND BE EMBEDDED 4" INTO TOP THREE-STORY:X=20"WITH(3)#5 H 0 III _T i_ ISI i- COURSE. z I I 1 I CO —III—III—III—III—� I ' '� FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. M O N Q L I TH I C FOOTING SECTION I I S2.01 I I ¢ I I 2 w z J TYPICAL FOOTING SECTION I I I I O I I I _j , X/2 I I I I w SEE PLANS FOR CURB HEIGHT i I = _ I I I N d — Ir a A a ° V I I I o o —� 00 Z a ° III—I 11= i I., I, _•Ta I-1 I I — w I I I TYP. T i l=1 I —III- I I--I I I=I I AT I I— — _ =I =017 8" X 6 MIL VAPOR BARRIER OR EQUIVALENT z Z I I I PIERS S2.01 18"-I��X_ _8" 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN !Y III I l WATERPROOFING BETWEEN COMPACTED COMPACTED SUBBASE AND `', , I I I I - -I- SUBBASE AND FOOTING/SLAB FOOTING/SLAB J O _ , ONE STORY: X=12"WITH (2)#4 ONE STORY: X= 12"WITH (2)#4 W m = I I I I I I TWO-STORY: X= 16"WITH (3)#4 TWO-STORY: X= 16"WITH (3)#4 W Q U '- -' THREE-STORY:X=20"WITH (3)#5 THREE-STORY:X=20"WITH (3)#5 Z (� U W U) O U INERIOR BEARING FOOTING BEARING CURB STEP SECTION t z I I j I 3/4 11-01v 3/4"= 1'-Q' � J � Q I I I I 2x8 FLOOR JOISTS AT 16"O.C. ~ SEEkGAE TING AND SLAB POURED WITH 3000psi CRETE WITH FIBERMESH. O I I I I I I I � I I FINISHED ° °� `r * 11- _ — — -1 — -- — — — — — -- — GRADE ° 1 SEE PLANS FOR CURB HEIGHT 711 IJI41 VAPOR BARRIER OR EQUIVALENT IIIIII - ° _ — 00 Io ERPROOFING BETWEEN COMPACTED I �II I5 �� ASE AND FOOTING/SLAB i I 1 � ° III-I �- I 6 MIL VAPOR BARRIER OR I I S2.01 I ONE STORY: X= 12"WITH (2)#4 4 a �h 6" 8" 8" 4" EQUIVALENT WATERPROOFING N TWO-STORY: X= 16 WITH 3 #4 T a S2.01 I I BETWEEN COMPACTED SUBBASE o I I I I I I I THREE-STORY:X=20"WITH (3)#5 AND FOOTING/SLAB 3 Cq 0 (9 20 45 o OPT 6" BRICK SHELF EXTENDS FROM o` i; Q o GROUND SURFACE TO BOTTOM OF Cj,U RB��STE P SECTION 4 i FOOTING. SEE FOUNDATION PLAN e I I I I S2.01 FOR BRICK LOCATIONS. 3/4" I I � � � � � �°��� STEP FOOTING SECTION I I T I I 6 Z 19,x„ I I I 12'-7" 12'-3" 3'_0rr irill Q ^^J I I 8"x8"THICKENED EDGE WITH I I I I I In (1)#4 CONTINUOUS I I I I I I I I I I I I I � BEAM TO BEAM: LUS210-3 � ' � �: i j j i 6.0 T� 24-0" Z 1 I 3 0 3 O I � I S2.01 `� S2.01 I ( ' S2.01 I I I I - (3)PT 2x10 BEAM, FASTENED TO PIER I I I N 2 WITH 1/2"ANCHOR BOLT, EMBEDDED S2.01 3'-113" 8" INTO PIER. I I I S I I I I I I m 4 (2)PT 2x8 FLOOR JOISTS AT 16"O.C., 0 I I I I I Eo I I I I FASTENED TO BEAM WITH HU28. r I I 1 ��� Z I I I I I I I V-01 ---- --- ------ --------------_ rlcr CONTINUOUS BOND BEAM WITH 3000 I I I I I I I I I r _ - PSI CONCRETE AND(1)#5 BAR I I I I I I I F-, � 3 8"X8"CMU PIER. FILL CELLS WITH ----- ---------- -----------------� I_ _I— 3000 psi CONCRETE AND#5 VERTICAL LL I I I I I I I I I I � I BAR I I I 6,r I I i I I , VERTICAL REINFORCEMENT TO HAVE I I 5'-11 I 3„ I I I I 6 I I— = 9" BEND AT BOTTOM AND BE 00 N 4„ I I I I I I I I c�il� _ ° I I= EMBEDDED 4 INTO TOP COURSE. S2.01 I I I I I I S2.01 0 III= S M r- I I 4 --- I I I I I---- = 24"X24"X12" FOOTING WITH (3)#4 °;N t BARS EACH WAY YS201FOOTING TO BEAR ON FIRM m e3 - 6" I I 6' r-'- UNDISTURBED SOIL.1f — I I I I I I I- -I— v �° 5 1 I I I , I —I I IER FOOTING I I I _ __ I I _ M 4 I I I S2.01 S2.01 I I I �, I I B �� N M I 1 I I 5 a � w I L------ ----- ---- -- I S2.01 I-------- -- ----------� I I S2.01 = I (0 fn I J I I T I x CO o --------- I N I Q _0 ------ --- - 5 2: FL OR IST AT 6"O . -------- -- ----------- J I I �`� � = 00 1 S2.01 , = 1 I I `0 U cOi -`6 rn S2.01 ( I aifa ppD, d NIF OP I I 4'-0" �.' 12'-0" 16'-0" iv I---------------1 (_-. ----.-_--- Ire lie 2'-0" 9'-0" 2'-0" 9'-0" 2'-0" Sheet No. V FOUNDATION P LAN 24'-0" 1/4"= 1'-0 S1 . 01 _ GARAGE FOUNDATION PLAN 2 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. I 0 a � Q FRAMING NOTES AND LEGEND m � TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w STUD MATERIAL: 2x No.2 SPF, UNO. o o W w HEADERS: Z Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, ~ UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X m W 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO Eo MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' p 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o o~ o y 9 HEADER NOTATION IS: S3.01 o 1 NUMBER OF PLIES IN HEADER S3.01A NUMBER OF KING STUDS P0 0 o — B Fj (2) 2x 62:1 0 0 0 , (2)2x10 NUMBER OF CRIPPLE STUDS W o SIZE OF DIMENSIONAL LUMBER o r Z SHEAR WALLS: S2 xEZ EZ Q ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W Z N N __________ TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC — N ROOF FRAMED WITH: THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED c� BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, -------.---- 2X8 ROOF RAFTERS AT 16"O.C. ARE NOTED ON THE PLAN. r 2X6 CEILING JOISTS AT 16"O.C. (0 wo 2X10 HIP/VAL EY RIDGE BEAMS Q ————————_—— 2X8 SLEEPER � � SW -#/S# � SHEARWALL LOCATION = B • 2X6 LEDGER SEE DETAILS FOR FASTENERS U U) z 3 0 ——————————— SEE CONVENTIONAL FRAMING NOTES W f S3.01 z y SHEET NUMBER z U Q D FOR FASTENING PECIFICATIONS. r F_ x DETAIL NUMBER r n Z � z `/ N ------ i o o x SHEAR WALL DESIGNATION Q O x W m `L ——————————— PORCH/GLULAM BEAM (n - S3101 Q N W Q U W Q r d r . ——————————— INTERIOR BEARING WALL U m ci o U) O U N r B 3 (2)2x6 �- =T=_——_=1= (2)2 10 B IL(2) 10 B O 1-STORY THREADED ROD Q :1 N Q r ~ I I I I I I I I I I s 2-STORY THREADED ROD z = Q o rIs A . IIIIIIIIIII IIIIIIIIIIII 1IIIIIIIIIII IIIiIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIiI OOEZ INDICATES GLAZING CLASSIFIED AS END ZONE. ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN7 9 PRESSURES,"ON COVER SHEET. N FG02 GABLE BRACING LOCATION. A �,. m (2)2x6 1:1 C7 o Lo 2x12 2:2 2 Q o v Q DA x VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OFI > EZ STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO 0oN (2)2x6 1:1 (2)2x6 1:1 (2)2xs 1:1 STUD GROUP WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING `� m x 3 WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS S3.01 v d TYP. 2 WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. �^ wo --- ----- O PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST v, 2 N FG01 B WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d 7 S3.01 LD C A NAILS IN ALL HOLES. L N ) - - 0') A A Q Cn O GIRDER TO BEAM WITH HTS20. J (.0 c� v A I r 2x6 NO.2 SYP LEDGER • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4"WOOD SCREWS • FASTEN TO BAND BOARD WITH (3)ROWS OF 1/4"X4"WOOD SCREWS AT 16"O.C. 1 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB 1 I FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN I I 3 FIELD. I I `- 2 A F ADD SECOND PLY OF 7/16"OSB TO GARAGE RETURN. FASTEN WITH LL co I 1 10d NAILS AT 4"O.C. ON EDGE, 8"O.C. IN FIELD.VERIFY ANCHOR x ; S3.01 BOLTS AT CORNER AND AT GARAGE DOOR. N I I I I 1 I I { co `- 2 x 00 N c i S3.01 _c N cLQ N N.., LO N r r W Q (L C) N ro (Df/) '0_0 r EZ (2)2x6 1:1 U LLO LLO N N Q N N EZ EZ U N Cl) A r (3) 1.75"x11.25"2.0E G-P LAM LVL 2:2 (3) 1.75"x11.25"2.0E G-P LAM LVL 2:2 ? BM2 3 � IL S3.01 N c cn (2)2x6 1:1 `~ F F m to o CD x A 6 Q in r 6 N CO c� EZ r r S3.01 S3.01 o U) 0 O co x N N 8 O CO M A c� S3.01 ---- (2)2x6 1:1 a INAY I (2)2x8 2:1 )2x8 1:1 A N x 2 N A � •°A t'r` II 2 o p" . 28 o �01 �01 _ GARAGE FIRST FLOOR FRAMING PLAN � 9 a� (2)2x12 �. a v' • ® O�R,®may® B p ± .T� TN Sheet No. I - &11 I4"= 1'-0" S2 , 01 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document wittout written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. 3 OF 5 O C7 EL a � Q Call c'7 i 2X6 FASCIA BOARD. FRAMING NOTES AND LEGEND o W o tY TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. 7 °z STUD MATERIAL: 2x No.2 SPF, LINO. a HEADERS: W ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z o 0 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148' X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO o a O MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE v o 2X6 RAFTERS AT 16"O.C. THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. W � 0 U) HEADER NOTATION IS: - NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS r 0 (2) 2L x6,2:1 W o 2X6 COLLAR TIES 16"O.C. L z 4 I I 1 I Ii i i i i I t I I I NUMBER OF CRIPPLE STUDS 0 O I I I I I I I ( I I I I I I I O SIZE OF DIMENSIONAL LUMBER F5W Z SHEAR WALLS: Q ( I (2)1.75"x16"2.0E G-PLVL RIDGE q 11 11 01 . I I I I Q ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC ~ I I I I I I I ( I I I u~ BELOW. WA LOS REQUIRING ADDITIONAD LOCATIONS SHOWN L NAILING N THE ANI NOTEDNG PLAN, AS U_ �. DHOLD OWNS, IFANY , XI I I I I I I I ( I I I I I I ARE NOTED ON THE PLAN. N I 1 I I I I I I I I I 1 I 1 I N 7U ( ( ( I I SHEARWALL SW -#/S# SEE DETAILS FORAFASTENERS z W 3 Z z o SHEET NUMBER W DETAIL NUMBER CO 0 J O 1 SHEAR WALL DESIGNATION Q W z Q Q PORCH/GLULAM BEAM z W W U m .� 2X6 RAFTERS .. 16"O.C. n U �— -- INTERIOR BEARING WALL NpJ z IJO 1-STORY THREADED ROD z = Q 0- (2)2X6 RAFTER FOR (2)2X6 RAFTER FOR 2-STORY THREADED ROD O DORMER SUPPORT DORMER SUPPORT INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE"COMPONENT AND CLADDING DESIGN S3.01 GARAGE SECOND ROOF FRAMING P LAN PRESSURES,"ON COVER SHEET. \:11/4"= 1'-0" o (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 GABLE BRACING LOCATION. N 2 0 S3.01 m0 � C9 20 aio 3 o a o S3.01 (2)2 :61:1 t r TYP. EZ - t N � 4 3 r 7 X L N r r N � 3 2 NS3.01 S3.01 J v TYP. r B ^ NON-LOAD (2)2x6 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF 0— X BEARING WALL N O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO CN STUD GROUP WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING ^ V WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS z 77 rU WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. ' `x° S3 01 X O PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST 75 N N p r B WITH 2 MSTA24. FASTEN POST TO FOOTING WITH A BALLOON FRAME (2)2x6 O O O H BU66. USE 10d Q EACH END WALL 00 Q NAILS IN ALL HOLES. `\I 2x6 NO.2 SYP LEDGER i O C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4"WOOD i -------------� -------------- ---------- -� :t B O SCREWS • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4"WOOD ?- SCREWS AT 16"O.C. N 3 —(-2)-2x6 2 X S3.01 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN O FIELD. � N LO -- c --------- ' ADD SECOND PLY OF 7/16"OSB TO GARAGE RETURN. FASTEN WITH LO 04 r O 10d NAILS AT 4"O.C. ON EDGE, 8"O.C. IN FIELD.VERIFY ANCHOR a U BOLTS AT CORNER AND AT GARAGE DOOR. ai $__00 2 c . . S3.01 BALLOON FRAME 0 .2,0 EACH END WALL N X o rn r I N N M X i NON-LOAD a 3 U_ NON-LOAD U i BEARING WALL ca y i BEARING WALL X m (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 i 3 3 Q m o CN S3.01 N V.01 .� 00 BALLOON FRAME 19 TYP. EACH END WALL oN Yry N EZ � 2X6 DGER OR �; �` OU Cl)orn N r (2)2x6 1:1 (2)2x6 1:1 (2)2x6 1:1 3 TYP. (2)2X6 1:1 �-4 N /8 VolS3.01 21 19 ° Im (2)2x6 1:1 (2)2)(61:1 2 _ GARAGE SECOND FLOOR FRAMING PLAN w 2 2X6 AT 24"O.C. ° R �01 �01 1/4" T .� 4®ate (2)2x8 Sheet No. S2 , 02 _ ECOND FLO FRAMING PLAN S OR 4 OF 5 tten authoriza ion by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without wri ° c9 Q c9 m o W o W o � 4 ° 7/16"OSB ROOF DECK FASTENED TO Q FRAMING WITH 8d RING SHANKS AT 6"O.C. H ON EDGE AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO I l ( w TRUSS TO TOP PLATE CONNECTION: H2.5A FRAMING WITH 8d RING SHANK AT 6" O.C. I i 0 WITH (10)8d NAILS FOR UPLIFTS LESS ON EDGE AND 12"O.C. IN FIELD. EDGE OF ALL THREAD WASHER = z O THAN 600 LBS. (2) H2.5A WITH (10)8d NAILS MUST BE WITHIN 3"OF THE HEADER + o Q_ o KING STUD, TYP BOTH SIDES OF E 11 EACH FOR UPLIFTS LESS THAN 1200 LBS. TRUSS TO TOP PLATE CONNECTION: H2.5A OPENING. W WITH(10)8d NAILS FOR UPLIFT 3 LESS W :D (2)2x6 NO. 2 SYP TOP PLATE FASTENED THAN 600 LBS. (2)H2.5A WITH ( 0)8d NAILS 7/16"OSB FASTENED TO FRAMING W/8d AT 4" ° D WITH (2)ROWS 10d AT 16"O.C. EACH FOR UPLIFTS LESS THAN 1200 LBS. O.C. ON EDGE, 8"O.C. IN FIELD. STAGGERED. MINIMUM 24"LAP WITH (12) 10d IN LAP. (2)2x6 NO.2 SYP TOP PLATE FASTENED NO.2 SYP HEADER,TYP. SEE WITH (2)ROWS 10d AT 16"O.C. PLANS FOR SIZE, PLIES,AND BLOCK SHEETING EDGES WITHIN 4"OF GABLE 1/2"ALL THREAD CONNECTORS.SEE STAGGERED. MINIMUM 24"LAP WITH (12) NUMBER OF KINGS AND CRIPPLES. END. o ALL-THREAD NOTES FOR INSTALLATION 10d IN LAP. 1 2x! o j SYP OUTRIGGER AT 24"O.C. CLIP TO III SPECIFICATIONS, SPACING AND EMBEDMENT BALLOON FRAMED TOP PALTE W/SIMPSON z ° H2;5 W/(8)8d COMMONS. p FASTEN 7/16"OSB W/8d @ 6"0 C.ON BLOCK BETWEEN OUTLOOKERS. `n FASTEN 7/16"OSB W/8d @ 6"O.C. ON EDGES, 12"O.C. IN FIELD. a KING STUDS&CRIPPLES: (6) 16d > ° GABLE TRUSS TOP CHORD BETWEEN ADJACENT KING STUDS EDGES, 12"O.C. IN FIELD. ' W Z 2x6 SPF STUDS AT 16"O.C. 2x6 SPF STUDS AT 16"O.C. AND CRIPPLES. 2x4 No.2 SYP X-BRACE. SEE PLAN FOR 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY 2X6 No.2 SYP BOTTOM PLATE F STENED TO ¢ LOCATIONS. EXTEND BACK 8'FROM GABLE. 1/2"ANCHOR BOLTS WITH 6"MIN 2X4 No.2 SYP BAND BOARD WITH 10d NAILS PLACE 1/2"ANCHOR BOLTS PER ATTACH TO GABLE AND TRUSS VERTICALS W/ EMBEDMENT AT EACH SIDE OF BOTTOM AT 3"O.C. ON EDGE, 12"O.C. IN FIELD. - THE TYPICAL WALL SECTION. (3),16d. WHERE TRUSS VERTICALS DON'T PLATE SPLICES. EXIST,APPLY 2X4 No.2 SYP VERTICALS WITH '103/4" PLYWOOD FLOOR DECKING FASTENED (3) 16d COMMONS AT EACH INTERSECTION OF FIBER REINFORCED CONCRETE SLAB,4" TO TRUSSES WITH 8d NAILS AT 6"O.C.ON PROPOSED VERTICAL AND EXISTING TRUSS. U THICK UNLESS NOTED OTHERWISE ON EDGE, 12"O.C. IN FIELD. L-BRACE AS SPECIFIED BY TRUSS z W 75 ZI PLAN. FINISH GRADE t_� — 8"X16"CMU STEMWALL. CELLS FILLED WITH MANUFACTURER. z U 0 — — 13000psi CONCRETE AND (1)#5 BAR AT 48" FOOTING BELOW. SEE FOUNDATION FLOOR TRUSS SYSTEM BY OT ERS. PLAN. FASTEN LATERAL BRACE TO GABLE BOTTOM V W -IO.C.-111_ II I_I!r- 4 1 I- W L.CHORD WITH (2) SIMPSON H2.5 WITH (8)8d.1=1�• q. ,;,�I ONE STORY: d=10", b=20", (2)#4 BARS ,� STRAP GABLE TRUSS TO STUD WALL WITH Q z T:%= —� SIMPSON MSTA12 WITH (10) 10d AT 48"O.C. W Q U _1 — !I I= VERTICAL WALL REINFORCEMENT TO BEND (2)2x6 NO. SYP TOP PLATE F STENED NOTES z �/ w w b- WITH (2)ROWS 10d AT 16 O.C. 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) U co _III 1= - I =1 I g" INTO FOOTING. � � Q " STAGGERED. MINIMUM 24"LAP WITH (12) ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP 16d THROUGH DIAGONAL BRACE INTO EACH U U FOOTING TO BEAR ON FIRM UNDISTURBED 10d IN LAP. PLATE. CEILING JOIST. 0•- j N SOIL. —�_ 1/2"ALL THREAD CONNECTORS. SEE J Q ALL-THREAD NOTES FOR GANINSTALLATION TYPICAL HEADER FRAMING DETAIL GABLE BRACING DETAIL TRUSS = Q WALL SECTION SPECIFICATIONS, SPACING AN " f,=,%TYP1CAL EMBEDMENT. 1/2" O FASTEN 7/16"OSB W/8d @ 6"0 C.ON —� EDGES, 12" O.C. IN FIELD. si 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C. IN FIELD, 2x6 SPF STUDS AT 16"O.C. TRUSS TO TOP PLATE CONNECTION:H2.5AWOOD-FRAMED WALL.SEE SECTION 1/S5 FOR DETAILS. WITH (10)8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS v 2x6 NO. 2 SYP PT BOTTOM PLKI E.APPLY EACH FOR UPLIFTS LESS THAN 1200 LBS. 2X6 LEDGER FASTENED TO STUDS WITH (3)1/4"X4" o S�n/ 1/2"ANCHOR BOLTS AT EACH S DE OF WOOD SCREWS PER INTERSECTION OF STUD AND V V I SEE TABLE BELOW FOR SHEAR BOTTOM PLATE SPLICES. (2)2x4 NO.2 SYP TOP PLATE FASTENED LEDGER. c Y o o 3 C7 C� C7 o Q •`° WITH 2 ROWS 10d AT 16"O.C. o � ¢ ° _ ��� STAGGERED. MINIMUM 24" LAP WITH(12) 2X6 RAFTERS AT 24"O.C. FASTEN TO LEDGER WITH A35. WALL HOLD DOWNS.SHEAR ) WALL ANCHORS TO BE WITHIN ;1 d IN LAP. FASTEN TO BEAM WITH H2.5A. 3"OF DOUBLE STUD GROUP. � �g��� � s >•.TOP AND BOTTOM OF STUDS TO FASTEN TSEE PLAN FOR BEAM SIZE. FASTEN TO KORBEL WITH 3"x3"SQ WASHER AT TOP OF THREADED ROD HOLD DOWN. SEE FOUNDATION PLAN FOR FOOTING 4 TOP AND BOTTOM PLATES WITH SIMPSON H2.5A WITH ALLI HOLES FILLED WITH 10d NAILS. SPECIFICATIONS. SPH AT 32"O.C. 4X4 HORIZONTAL BRAGS. FASTEN TO BRACE POST WITH (2) 1/4"X5" LAG CREWS. vJ 7/16"OSB FASTENED TO N 1 i 1= FASTEN 7/1.6"OSB W/8d @ 6"O.C.ON FRAMING W/8d AS SHOWN IN _I t — —) EDGES, 12'`O.C. IN FIELD. THE TABLE BELOW iI(I III 11(=I I I_ ed 4X4 BRACE POST. FASTEN TO DOUBLE STUD GROUP IN I ;2x4 SPF STUDS AT 16"O.C. \ EXISTING WALLIWITH (2)1/4"X6" LAG SCREWS AT 6 O.C. HEADER KING STUDS ARE 4 NO.2 SYP PT BOTTOM PLATE. FASTEN VERTICALLY. NOTCH POST AROUND LEDGER AT TOP. 2x \ FASTEN NOTCHED POST WITH (2) 1/4"X5"LAG SCREWS W P ACCPETABLE AS SHEAR WALL (D- TO BEAM BELOW WITH 16d NAILS AT 6 O.C. �� END STUDS TI/ YPICAL TWO-STORY S E CT I N LACE SPH BEFORE NAILING! THROUGH LEDGER AND INTO BAND BOARD. Q 3/4"PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6"O.C.ON 4X6 DIAGONAL BRACE, CUT FOR ARC. LEAVE MINIMUM EDGE, 12"O.C. IN FIELD. 2„ 3.5"THICKNESS,'FOR STRENGTH. FASTEN TO VERTICAL 7 AND HORIZONTAL BRACE POST WITH 1/2" BOLT. COPE INSTALL �— DOUBLE STUD GROUP EDGE OF ALL THREAD WASHER MUST FLOOR TRUSSES BY OTHERS. BRACE MEMBERS AS NEEDED TO HIDE BOLT. MINIMUM AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, BE WITHIN 3"OF THE HEADER KING 2"OF WOOD TO REMAIN AS SHOWN. USE (4)STUDS. STUD, TYP BOTH SIDES OF OPENING. SECOND FLOOR TO BEAM: MSTA24 AT 32" TOP PLATE TO GARAGE HEADER O.C.WITH (26) 10d NAILS. SUPPORT BEAM14 Q AS SHOWN ON FRAMING PLANS. 1/2 ANCHOR BOLTS AT 24" O.C. CONNECTION. SIMPSON SPH AT 24 O RB E L DETAIL BETWEEN SHEAR WALL ENDS. O.C.WITH (12) 10dX1-1/2"COMMONS. 8 EMBED 8 MINIMUM AND USE 3" WALL SECTION O N LVL BEAM 3/4"= 1'-0" 7 ° D ° Q S UARE WASHERS. TOP PLATE TO KING STUD r 1/2"= 1'-0" � D D fl. CONNECTION: 2 SIMPSON SPH WITH , ( ) b ° ° (12) 10dX1-1/2n COMMONS AT EACH ° D ° D D D° END OF HEADER. yy Df ° U N M IN N GARAGE DOOR HEADER. SEE c co FRAMING PLANS FOR SIZE AND PLIES. U)04 SHEARWALL SCHEDULE f �� _ b0 FASTEN ADJACENT STUDS W/ 2 U ILL`0 0 SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE ( ) 2X8 PORCH RAFTERS AT 24"Q.C. EACH END LL AND EMBED ROWS 10d COMMON NAILS 8"O.C., i v DESIGNATION 8d NAILS ANCHOR @ WITH (4) 10d TOE-NAILS. m o L u7 STAGGERED. FASTEN 7/16"OSB TO � � DEPTH EXTERIOR OF RETURNS&ABOVE FASTEN 7/16"OSB W/8d @ 6"O.C.ON2X6 OVERHANG. FASTEN TO / SW 3" O.C. 1/2"ROD 1/2", 12" DEEP DOOR W/8d @ 3"O.C. ON EDGE, 12" " L N M i SW2 2" O.C. HDU8-SDS2.5 7/8", 12" O.C. IN FIELD. EDGES, 12"O.C. IN FIELD. i U) LL TRUSS WITH (2)ROWS OF 10d NAILS AT 3"O.C. X a (2)SW ' 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" PAHD42 FOR GARAGE HEADER 2x4 SPF STUDS AT 16"O.C. FASTEN EACH65m o 2 HDU 2 7/8", 12" CRIPPLES.ALL HOLES FILLED WITH END OF STUDS WITH H3,ALL HOLES FILLED I a a: 0, (2)SW2 2" O.C. ( ) ( ) 10d NAILS. WITH 10d NAILS. o CO C NOTES GARAGE SLAB N v Y N ROOF TRUSSES U m o �� rn 1. 2 DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. Q FINISH GRADE i. a 6 r� i. $ - OF THE 7/16 OSB ON EXTERIOR WALLS IF - 5 � LIEU E � � 2. 5/16 HAR DI PANEL IS ONLY PERMITTED IN _ l SHOWN ON THE FRAMING PLAN. b , ° ;° > " >' I l-III-I I, O ®�� ..... P . 2 2X10 PORCH BEAM SEE TYPICAL WALL SECTIONS FOR ®'° • °•• 'q ®d® 3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE ° b o WALL FRAMING AND • � e�' FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW '° ;° I I=I I=I -I I I (_�I I—)I I—III CONNECTIONS. I-I i I-i I i III-I l I-III_ g I I I=1 11= Q . 4 OPENINGS. Ill=III=1 =III-III-Il _ II-III=III: ° 1 I�I I UI 11=1 I I=1 11=1 11=1 1_11=1, 11=1111 III-i 11=1 11=1 I I-1 11=1 I I_ PORCH POST se ° 4. SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS. SEE —"'—"I TABLE FOR EDGE SPACING. ° ° Amay OVERHANGHAN G 10 _ � DETAIL PORCH END FRAMING 3/4„ 1,4 SHEAR WALL ASSEMBLY BLY DETAIL TYPICAL GARAGE OPENING DETAIL 1/2- - 1'0” 1/2" V-01. � 0 5 _ 6 _ Sheet No. t S3 . 01 5 OF 5 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document withoutwriden authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. 1 LOT AREA CALCULATIONS - PROPOSED TOTAL LOT AREA 8,22 1 SQUARE FEET NEW RESIDENCE 2, 170 SQUARE FEET FRONT PORCH 148 SQUARE FEET LOT 9 LOT G REAR PORCH 437 SQUARE FEET BLK 50POOL PAVERS (282 sf @ 50%) 141 SQUARE FEET — not to exceed 141 General Notes BLK 50 j GARAGE GOO SQUARE FEET sq. ft. - pool area U DRIVEWAY TURF BLOCKS (1446 sf @ 0%) 0 SQUARE FEET to be sodded at this time. .J 0 UT I H I I I DRIVEWAY CONCRETE (487 sf) 487 SQUARE FEET 21 1 0 WALKWAY PAVERS (43 sf @ 50%) 21 SQUARE FEET I C� U EQUIPMENT PADS 3G SQUARE FEET VERIFY ALL DIMENSIONS AND Of LOT 6 5 0°5 910911 , / TOB elevation V�/ i OUTDOOR SHOWER PAD 9 SQUARE FEET L- for reference only CONDITIONS. A� TOTAL LOT COVERAGE 4,049 SQUARE FEET o'-o" ' IVI lot is to be 100%lauded with 5t. Augenstine 66.3 - AREA 'C' -3" ALL DIMENSIONS ARE MEASURED 1\2" FIRC turf grass. An automatic sprinkler system to be % OF LOT COVERED 49.3% VVI mstalled to cover 100%of turf grass. _ TO FACE OF BLOCK, FACE OF LB# 5488 1\2" FIP for oreferenlceonly FRAMING MEMBERS - UNLESS WOO - OTHERWISE NOTED. 34.0' (D) 6' WF LB# 40 . I 10'-0" — 10'-0" - building restriction II e building restrlctlon line - - - - - 4 ALL NEW PLUMBING FIXTURES, X I � install new 4" i ° ° �diameter(mm.) x i ° a ° TILE, LIGHTING FIXTURES, ° 1-011 wood= I oak tree�a °° ° ° ° _ _ 10 - - ' - 10'-0" LOT 3 ° °° CABINETRY, APPLIANCES AND bulldln restrlctlon fine --- - -- - - - - - - - - - - - ° y ° °° turf,block pavers 9 4 building restrlctlon line BLK 50 2 stor °4 ° FLOOR COVERINGS TO BE x ° ° ° x frame - - - - ° concrete ° - SELECTED AND APPROVED BY VV NOTE: ° ° e ° garage - - - - - Q° a' drive OWNERS BASED ON 4' C.L.F. a FINAL GRADING TO CHANNEL CONTRACTOR PROVIDED x VV 2 story °4 °° concrete ° turf block 5TORMWATER INTO ON-SITE TREATMENT ALLOWANCES. framT - - - - ° drive Ibavers x ° AREAS. HVAC SYSTEM REQUIREMENTS TO /VV - __-- _ BE DETERMINED BY OTHERS. o � ,mss„ ° ° w' pool pavers x STRUCTURAL SYSTEMS °° G1 I u woo _ 0 ° ° °° possible future LOT 8 0' ° +� 5padef. wood swlmming pool location, REQUIREMENTS TO BE DESIGNED BLK 50 �`' °°o0 0 x ° paver � l`� swlmming pool not to � DETERMINED BY OTHERS. G, I woo _ be Included in building ,z = deck - y °° m swimming permit DESIGNER ASSUMES NO LIABILITY showe . pool p FOR ERRORS OR OMISSIONS IN u J Pad wood " — ( n �_ - BUILDING PLANS. CONTRACTOR TO SWtoolln9 x _ fencln,uire�oafety VERIFY THAT SCOPE OF WORK p swlmming pool to MEETS ALL APPLICABLE CODES VJ [ L _ be determined PRIOR TO COMMENCEMENT OF II f (v � „- _ covered ,� upon application f G' VF — _ � WORK. LOT 2 porch for swlmming pool CV BLK 50 wood - permit ,51-011 covered I, porch AA viood O — QD 4 G, WF (�_(AVvI z - ;i --- O II STORY FRAME (� possible future # 124OUSEI :. 2 STORY IU swimming pool location, VNVI swimming pool not to _ FRAME -_ be Included In building HOU51 ,,_. i permit 4 ._ v al REV1510N5 5/8/14 l # 124 1 _ required safety ' } fenang for s sw Immin Pool to Q) 9 - be determined 1 upon application „ 20'-011 No. Revision/Issue Date for swlmming pool 20-0 covered _-� X - - - - --------- - - - - - - - - - - - — i'' �o_ permit bullding restriction line porch E bullding restriction line _ TOB elevation General Contractor LOT I TOB elevation for reference only f0'-0° I for reference only ete s f� 20'-0" covered BLK 50 PARKING NOTE. ----------- - - - - - - - - - - Z I E o'-o" o I porch x buildm restrlctlon line - 21-011F' BUILDERS bullding restriction lined-I \ -3" AR A 'B' Construction vehicles may ark 1 545 5ELVA MARINA DR. woo ARE Y p f ste 5 - IL bottomeleati 3" in the ROW of the construction ATLANTIC BEACH , FL '-N for reference only - Lot is to be 100%sodded = x i Q�j port-o- et bottom elevation lot. J with St. Augenstme turf L p fo reference only2 2 LOT 7 grass. An automatic sprinkler - Con5truction vehIGIC5 may NOT l i� system to be installed to N l - I L B 50 cover 100%of turf grass. ' park In the Street, Or In the li p 1+, O o LK ROW of other lots. i install new 4" I I diameter(min.) i- oak tree—,,,. "" 34.0' (D) i ` Firm Name and Address n 1\2" PIP, NO ID II I I\2 PIP, N ID Note: - ° JOk1N ROWAN DESIGN , INC r a— TEL ° N 00023 I � V . 00 D existing utility pole to Ul ° °a° 151 SAWG RA55 CORNERS O—UTILITY , UTILITY be relocated to north SURVEY INFORMATION PROVIDED BY: h ° °° POLE G5.90 M POLE property line = UNIT 1 0 1 c3 CATV EXACTA Land Surveyors, Inc. proposed new � °° °°° ° 1 1 940 fairway Lakes Drive .� PONTE VEDRA BEACH , FL location of utility pole N ° Suite I I � /`�/ (904) 759-7087 1 Ft Meyers, Florida 33913 BLVD ( 50 ' Y v v 5 concrete, apron OCf AN _ LB# 7337 OCEANBLV D 5 0 F YV `� LEGAL DESCRIPTION: Project Name and Address PN I LLIPS OCEAN BLVD. - - - - - - - - LOT 7 AND SOUTH I G FEET OF LOT 8, BLOCK 50, MANDALAY, ACCORDING 124 1 OCEAN BLVD. TO THE PLAT THEREOF RECORDED IN ATLANTIC BCH , FL PLAT BOOK 10, PAGE I I OF THE= CURRENT PUBLIC RECORDS OF DUVAL couNTY, FLORIDA. DRAINAGE PLAN SITE DRAINAGE SCALE i " = 10, FLAN5 51TE FLAN SCALE I " - 10' Vehicle Parking Space Project sheet T STORWATER STORAGE CALCS PER ATTACHED COAG WORKSHEET 2014-0009 REQUIRED TREATMENT VOLUME 877 CUBIC FEET z Date 04105114 - SUPPLIED TREATMENT VOLUME 883 CUBIC FEET Port-o-let ti Ill = 10' OF 12 SHEETS r,a� scale I 48'-0" 5 1/2" 20'-0" 7'-G 112" 101-011 10'-0" 10 i i 7'-0" G'-0" 7'-0 I' -- -lo 01 28'-0" General Notes 24'-0" dool thickened concrete thickened concrete monolithic slab per monolithic slab per structural foundation plan (typical) structural foundation plan o (typical) VERIfY ALL DIMEN IONS AND CONDITIONS. F'--- wood steps m _ 01 5 1/4" -- J1 ALL DIMENSIONS ARE MEASURED � _ _ _ L- L_ r----- a I/2" / / TO FACE OF BLOCK, FACE OF o - -' - i �T� monolithic slab 12'x 12" cmu N FRAMING MEMBERS - UNLESS ----------- - I - = OTHERWISE NOTED. reinforced concrete m footings per structural -- ---------------------------____-__--_--__---_-_---__ _- ALL NEW PLUMBING FIXTURES, 8 CMU stem wall per / i 8" thickened edge structural i ' foundation plan I I TILE, LIGHTING FIXTURES, (typical) G" step 22"- I oundation o - -------J BINE RY, APPLIANCES AND typical) plan %/ 3'-x'3/4" FLOOR COVERINGS TO BE 4 concrete 51ab (per Structural 5heet5) on m SELECTED AND APPROVED BY NOT compacted fill on .00G mil vapor barrier, 5oil OWNERS BASED ON 12'x 1 2" cmu t0 be treated with chemical termite barrier 31-73/4' CONTRACTOR PROVIDED GARAGE IS A MONOLITHIC SLA reinforced concrete (typical) I i footmgs per structural ,I ! ALLOWANCES. i. foundation plan (typical) HVAC SYSTEM REQUIREMENTS TO ' BE DETERMINED BY OTHERS. i = L----- I � I i L--__ �— reinforced concrete footmgs per structural N I � foundation plan (typical) N 1 N 3'-10 I/4" = STRUCTURAL SYSTEMS REQUIREMENTS TO BE DESIGNED 0'-0"- - o 0 0 DETERMINED BY OTHERS. 51ab elevation - I o o NNO for reference only ; o N U N ; DESIGNER ASSUMES NO LIABILITY I_-_--_-� FOR ERRORS OR OMISSIONS IN �- 3'-l0 1/4" BUILDING PLANS. CONTRACTOR TO wood steps VERIFY THAT SCOPE OF WORK - MEETS ALL APPLICABLE CODES I I I i 12'x l 2" cmu I I r- -, ;(typical) r---- -, r----- -- -, I I I I I , --- , / 'I � II III - PRIOR TO COMMENCEMENT OF WORK. L------� I II I I I I I L---- L L---- L O rg L------L - - 24"-*- -24' - ' 3'-101/4" I - - monolithic slab r----- I reinforced concrete � I I F®Ri - " footings per structural ----------------------- --------------------- - i j3 foundation plan (typical) N I I I 91-011 2'-0" 3 10 / wood deck reinforced concrete 24'-O" footmgs per structural foundation plan (typical) gas stub out for grill -------� �-- - -------------------------------------------„----------- --- WMEMM�--------- r- ------ ---- -- ---- = GARAGE ARCHITFICTURAL fOUNDATION PLAN I --------- ---------- - -- -------------------------------------- ----- O I I / Slab elevation ° -4"- ; Architectural Foundation plan provided for geometric planing SCALE I /4" = 1 '-0" for reference only purp05e5 only. See structural sheets for structural details and Dimensions may vary Slightly due t0 i I field modifications and ad u5tment5. rec[uirey� are formIan n Any ur 0565 only, 5tructural sheets take lan to 5tructural eced precedence. J 1 I ; � -----1 p 9 p p y p REVISIONS 5/8/ 14 is ialalia/iiiaiiiaiii�iaia% .� 3' °"� 8" thickened G" —411/1 j edge a No. Revision/Issue Date °A. (2--conduit for data/cable hnesi� --- General Contractor % /////////////////% //////%�oe PHILLIPS, B U I LD E 1�5 y///////////////////////////////////////////////// //////////////////////////� V% — % 1545 5 E LVA MARINA D R. j///////////////////////// j ATLANTIC BEACH , FL / II ,. N 32233 Fly m s j �-shaded areas represent j I �������������������������������������������������� ����������������������������������������������� wall locations �������%��������������������� firm Name and Address I JOHN ROWAN DE51GN , INC T 1 5 1 5AWGRA55 CORN ER5 4" concrete slab (per Structural s leets) on p 5oi I i 8 CMU stem wall per compacted fill on .00G mil vapor barrier, structural foundation UNIT 1 0 1 0'-0" / 1 to be treated with chemical termite barrier / plan (typical) ' PONTE VEDRA BEACH , FL a, Slab elevation j j Slab elev0at on 7 for reference only for reference only (904) 759-7087 5 II r-- ----------------- ---- -- / i = 8" thickened -- edge i F -- --------- ---------- ------ -� Project Name and Address PHILLIP5 OCEAN BLVD. Ji24 1 OCEAN BLVD. ATLANTIC BCH , FL � I wood deck L_ 4.. i ------ ------------- --- ----- -- 3 /// r--------�� - i Dimen5iOn5 may vary Slightly due to L -------------------------------_------_-_-__ field modifications and adjustments. ARCHITECTURAL - --------------C------------------------- - 12 x 12" cmu FOUNDATION PLAN reinforced concrete -- (typical) footings per structural I I i foundation plan (typical) ' Project Sheet � I �. _ _ reinforced concrete AR,C �IITECTURAL fOUNDATION PLAN 2014-0009 L-_-__ JWOOd Steps footings per structur I Datefoundation plan (typical)„ 04109114 A- 2 b I G'-9” -24 1 5'-7 1/2" Architectural Foundation plan provided for geometric planing SCALE I /4" = I '-0" 15'-7 I/2" _ purpo5e5 only. See 5tructural 5heet5 for structural details and requirements. Any reference on thi5 plan to 5tructural elements scale — 114 — I I_O11 OF 1 2 SHEETS are for planing purpo5e5 only, 5tructural 5heet5 take precedence. I G'-0" 4'-0" 12'-0" 48'-0" �( 48-0 19'-01 121-01 8'-8" 3'-G" 3'-10" i 7'-0" G'-O" 7-0" G'-o" 9'-G" General Notes walkway to garage po I pavers 31 _0 11 m VERIFY ALL DIMENSIONS AND CONDITIONS. wood deck — ALL DIMENSIONS ARE MEASURED I outdoor � po5slble future swimming pool TO FACE OF BLOCK, FACE OF 44 lo 28-0 location, 5wlmmin9 pool not to be FRAMING MEMBERS - UNLESS o _ T Included In buildinoj permit OTHERWISE NOTED. _ p m =i ' o O o ALL NEW P LUMBING FIXTURES, o ' NG 51-011 CABINETRY, APPLIANCES AND N ' built-in cabinet built-in cabinet 3_0FLOOR COVERINGS TO BE �t 42" metal pre-fab. wood burning o SELECTED AND APPROVED BY x I fireplace with glass doors and o OWNERS BASED ON No "' outside air kit, piped for gas logs, m N the hearth per manufacture's CONTRACTOR PROVIDED 15pecification5 _ ALLOWANCES. 12 0" s1_ open I slope HVAC SYSTEM REQUIREMENTS TO rec�ulred safety fencing for BE DETERMINED BY OTHERS. o GREAT ROOM swimming pool to be 19°x 16 determined upon application STRUCTURAL SYSTEMS lo'-I" wall plat for swimming ipool permit REQUIREMENTS TO BE DESIGNED � I � DETERMINED BY OTHERS. DESIGNER ASSUMES NO LIABILITY ox I a N FOR ERRORS OR OMISSIONS IN o BUILDING PLANS. CONTRACTOR TO Ln N I o PORC MEETS ALL A PLICABLE OPS OF WORK o `n o wES oo PT SYP 1 N PRIOR TO COMMENCEMENTOfDINING ROOM - w°od decking WORK. ° 19°x126 0 _ _ —o 10'-1" wall plat O O N x N O 00 11 o O x " N— — — — — — — — — — — —I— — — — — — — — — ° N N f�fgas stub out= _ ° for grill _ o9080 Slider ° I -------------- I I I M D ROOM �° AREA CALCULATIONS 4 x .�._= -- 3 REVISIONS 5/8/ 14 N FIRST FLOOR CONDITIONED- 2, 170 SQUARE FEET I r-- ----- -----,-- ----� --- ----- ---6----- - SECOND FLOOR CONDITIONED I ,636 SQUARE FEET DW _ - No. dual i ii'X` = I —I cu bees —N Revision/Issue Date _ TOTAL CONDITIONED 3 8OG SQUARE FEET 1' p range fuel L--� ------ -- ---- hood I range m m above I g KITCHEN ice maker — _ _ I I = ��o O O GARAGE GOO SQUARE FEET General Contractor o i o [EAH wig 2880 o STORAGE OVER GARAGE 47G SQUARE FEE 1 9 x 1 2 _I- Stack bifold ire T PHILLIPS BUILDS N FRONT PORCH 148 SQUARE FEET o i T-5" 3'-4" � 8'-9" 4'-4P 4�_ � � �� -1 ---------- ----------- —_ -�- - 2 080 _ REAR PORCH _ EQUIPMENT I ° o o s 437 SQUARE FEET 1 545 5ELVA MARINA DR. L - - - - - - i � - - - - - i � � ROOM ATLANTIC BEACH , FL TOTAL UNDER ROOF 5,467 SQUARE FEET L � - 32233 4 ° --co ee ar, - new — — — — ------- 1 ro N o r 1 I _ ' p faux I I NI — Ocp chimney I I I PANTRY N L - - - - - - - - - - � - - 11247 � I p Firm Name and Address 2880 I N I JOHN ROWAN DESIGN , INC 1 5 1 5AWG RA55 CORN E 2880 RS o r -8 4)- I'-G" 2'-G" N I EOYE R UNIT 10 f N m 122x124 PONTE VEDRA BEACH , FL '°'-'" wall lat 0 (904) 759-7087 o ° o � � o � O 4 �0 N _ BEDROOM #4 _ N __ o FLEX ROOM - � m un 12 5x 1 4 8 O Om 1 5°x I '—f O O O m Project Name and Address 10'-I" wall plat 10'-1" wall Flat � = PHILLIPS OCEAN BLVD. N x I 124 1 OCEAN BLVD, o y= m C\JATLANTIC BCH , FL SHOWER _ o O NO x _ u u � — N 2 - 3 4 G — FRONT POR H 2"x4" PT SYP#I b FI RST FLOOD PLAN shelf wood decking (2)3060 `rl 200 (2)3060 (05CURE I Project Sheet 17'-8" e. 2014-0009 0 0 Date 04109114A- 3 Scale I � I RST LOOKPLAN1 /4n = 1 '--0" OF 12SHEETS 8'-O° 8' 0.. 21_0�t 2�_0�� 8'-I I" 3'-I" 8'-0" g. 0., ._ 41 13'-3" 2'-9" 4'-0" 121-011 10-0" SCALE 1/411 = 1 '-0" I G'-0" 4'-0" 121-0;1 I G'-0" 48'-0" " , s General Notes I I VEKII=Y ALL DIMENSIONS AND CONDITIONS, ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, 481,0" CABINETRY, APPLIANCES AND _ 32'-0" 15'-G" FLOOR COVERINGS TO BE ;, SELECTED AND APPROVED BY 8'-0" 01-1011 5'-2" 5'-2" 3'-4" T-5" 8'-I" OWNERS BASED ON 4'-6" 6'-7" 4'-5" 17-0" 4'-1 1" 4'-8" e 5'-1 1" CONTRACTOR PROVIDED fix ALLOWANCES. O 2020 2020 2020 = 5110 ER fix fix fix HVAC SYSTEM REQUIREMENTS TO m ° b 30 o N BE DETERMINED BY OTHERS. rain head STRUCTURAL SYSTEMS ° LOFT I N shower above 4 — -tv— — — window — — — — — N = REQUIREMENTS TO BE DESIGNED (;2X g (2) 2068 (2) 2068 - -- - seat--- DETERMINED BY OTHERS. 0 2468 9'-1" wall pla e 48" high knee _ DESIGNER ASSUMES NO LIABILITY slope_ lope wall with glass NN X FOR ERRORS OR OMISSIONS IN enclosure above N BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK o N —_-------- I7-7 0 7-7I ----------- 41_011 BEDROOM #2 m MEETS ALL APPLICABLE CODES 152x 12 3 ° PRIOR TO COMMENCEMENT OF —'- - DOWN N x N � WORK. r9'-1" wall plate N I5'-10.. 4._0.. _ 6._0.. 1 4_0 i 4' 0.. _ 2. 4' 0.. 4._ 5. 2.. G 4 00 x 1 ,r I co� v �� I - � -41, N I N 75 znew CV o = fax - - - - - - - - -I i � � i 2468 o O pocket chimney _; p Cn - m —_ —_ - 4�" 3'-6" 3.8 3' O 2� 41-411 u '-2" G'- ' m Cn 2"x4" curb ith N 2868 y ' O O ;t � �- � shower pan, tale � N x m � and drain a� i - _ washerand dryer N - �, location Cn o .x;, Q0 2468 N i — 2468 m octet in MA5TE 0 p ' p LAUNDRY ( 0 m O x 4 . . 1 7 X 1 EQUIP ENT 8 f I 1 - (5 X 7 I N I I N 01 REVISIONS 5/8/ 14 00 9'-I" wall Fla e 4ioX 74 p so N v I I m N I ----------------- I R O I 20x 2020 2020 2020 I N x No. Revision/Issue Date slope, slope � E fix fix fix fix; � BEDRQOM #3 o I slope 15'X I Eslope m ° X I BALC NY General Contractor N I N v 9'-I" wall plate 10,X 1 6° o x PHILLIP5 BUILDER5 IT e7/ 16- 1545 SELVA MARINA DR. ------- ---0 - - --- - i - ' �— _ _ IT as= tr��t1r:a h�ets — ;�— —— m ATLANTIC BEACH , FL (2) OGo ---- - (2) 060 3 2 2 3 3 - o arbor above blcony ; Firm Name and Address 1T-10" 16'-0" I G'- F JOHN ROWAN DE51GN , INC z 10-011 '� 15 I SAWG RA55 CO RN E R5 3'-3" 3'-0 1/2" 3'-0" 3'-0 1/2" 3'-8" 8'-0" 8'-0" 48'- UNIT 101 PONTE VEDRA BEACH , FL (904) 759-7087 5EC0 N D f LOQR P LAN 7 SCALE 114 1 -011 Project Name and Address PHILLIP5 OCEAN BLVD. 124 1 OCEAN BLVD. ATLANTIC BCH , FL SECOND FLOOR, PLAN Project Sheet 2014-0009 Date 04109114 Scale II — I II I �4 — I -0 OF 12 SHEETS 12 metal roof l N metal roof 5 � 12 10 Generaotes t second floor 15'-84" 2.0 + 15'-&4-" second floor VERIFY ALL DIMENSIONS AND wall plate wall plate CONDITIONS. �I— ALL DIMENSIONS ARE MEASURED TO FA "I I CE OF BLOCK, FACE OF i FRAMING MEMBERS - UNLESS 36 handrai u 36" handrail � 36" handrail OTHERWISE NOTED. � (typ al)I ALL NEW PLUMBING FIXTURES, (typic I 10 second floor +8'-84" 1 2 +8''84" second floor o TILE, LIGHTING FIXTURES, first floor wall +7-8 structural floor system +7.-8 first floor wall late N struct al 5� "' CABINETRY, APPLIANCES AND floor sys m plate 1 beam FLOOR COVERINGS TO BE 2"x4" �, rb*b siding SELECTED AND APPROVED BY support OWNERS BASED ON (typical) 2" x 4" support CONTRACTOR PROVIDED -� -� Baa aa a ALLOWANCES. N N II rb*b siding O O - aF71 I HVAC SYSTEM REQUIREMENTS TO � � rb�b siding �i BE DETERMINED BY OTHERS. 5-I/2" = � aaa 5-1/2" water table 5-1/2" water table wo Cl STRUCTURAL SYSTEMS water table wodFI (typical) (typical) ste s REQUIREMENTS TO BE DESIGNED ste s I first floor -I'-4" handrail - 1-411 4 first floor han rad DETERMINED BY OTHERS. reference only reference only 4" post G" post DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK GARAGE REAR ELEVATION GARAGE 5TAIR ELn./ATION GARAGE FRONT ELEVATION MEETS ALL APPLICABLE CODES PRIOR TO COMMENCEMENT OF �� _ �_ II II _ �� �� _ II WORK. SCALE 114 – 1 0 SCALE 1/4 – 1 -0 SCALE 114 – 1 -0 i I r I I 24'-0" 6'-10" 5'-2" 5'-2" . ']-loll 4'-0" — IE R VI510N5 5/b/ 14 i24'-0" a o I OOI N, p o No. Revision/Issue Date ec[iipment 20210 fix 202P fix 2020 fix General Contractor Z PHILLIP5 BUILDER5 12 N 1 545 5ELVA MARINA DR. ATLANTIC BEACH FL i 12 F 'n 3 10 7=71V ketal roof 32233 068 v N + 1 5-84" second floor wall plate m 1 Firm Name and Address metal roof metal roof JOHN ROWAN DE51GN , INC L L 1 5 1 5AWGRA55 CORN ER5 = FUTUSTORAGERE GARAGE 600 S F O O ---- -- - ------------------------- ---- -- O p ak ------ -----Ln UNIT 1 0 1 C9 3'-o" N C\1 N N 2'-0" PONTE VEDRA BEACH , FL �— m +8'-84" second floor 12 +71-811 5 - firs: floor wall N ! late (904) 759-7087 p ' 9080 overhead 9080 overhead J_ cp lbeam 2"x All — su ort. �p I I Project Name and Address pp Nz i I PHILLIPS OCEAN BLVD. 3 ° G'-41" x 4" 5upport 17'-0" "6" p. 1 24 1 OCEAN BLVD. T I I rb*b siding 3-I/2" trim I I I I ATLANTIC BCH , FL 5-1/2" water table (typical) O Ln (typical) first floor GARAGE PLAN reference only 2020 fix 202 fix 2020 fix wooden wood deck 1-1 steps 6'-10" I 5'-2" 5'-2" I 6'-I O" 2'-0" 9'-0" 2'0" 9'-0" 2'-0° 4'-0" O d Project Sheet4'-0" WOO 24'-°' 24-0 deck 2014-0009 LEF 51DE ELEVATION Date 04/09/ 14 A- 5 '-0 Scale I /4I — I 11411 — P-13"' OF 12 SHEETS G AGE 5ECONDFLOOR PLAN GARAGE FIR5T FLOORPLAN SCALE 1 /4 11 ` 1 '-0" SCALE 1 /411 = 1 '-0" General Notes new faux chimney height of building " +35'-0 i I VERIFY ALL DIMENSIONS AND CONDITIONS. E metal roof ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF w FRAMING MEMBERS - UNLESS OTHERWISE NOTED. 12 12 ALL NEW PLUMBING FIXTURES, o 10 CABINETRY, APPLIANCES,AND FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON second floor +20'-64" CONTRACTOR PROVIDED arbor over balcony wall plate ALLOWANCES. 5-1/2" trim / 2 / / HVAC SYSTEM REQUIREMENTS TO Ozx8 beam " 2'-0" BE DETERMINED BY OTHERS. I" (typical) 3 I l STRUCTURAL SYSTEMS =,u DETERMINED BY OTHERS. 3-I/2" trim REQUIREMENTS TO BE DESIGNED 1 s6" handrail DESIGNER ASSUMES NO LIABILITY (typical) FOR ERRORS OR OMISSIONS IN second floor + BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK a" floor trusses roof first floor wall MEETS ALL APPLICABLE CODES 2" beam plate TYPICAL OPENING TRIM DETAIL I L PRIOR TO COMMENCEMENT OF WORK. SCALE 3/4" = 1 -0" I 2"xAll 5upport5 O (typical)cal) rbtb Siding u L 73 Ll U 73 cantileverAl T7 11 LI first floor O'-O" 5-1/2" water table P�A IN reference only 7" post wood steps 7 post deck new faux chimney> } t f KONT ELEVATION '-�, height of building +35'-0" DI REVISIONS 5/8/ 14 SCALE 114 I -0" No. Revision/Issue Date metal roof General Contractor PHILLIPS BUILDERS �I 1 545 5ELVA MARINA DR. ATLANTIC BEACH , FL 32233 p � 1 � - °2a O Second floor Firm Name and Address ;. walllate p JOHN ROWAN DESIGN , INC ill rb*b 51dmg' 2 1 5 1 5AWGRA55 CORNERS 41 f I— (typical) UNIT 10 PONTE VEDRA BEACH , FL 4 s 3-I(YI?t�) 1 2 - ,o (904) 759-7087 metal(roof + 1 P-54" second floor ( q 12 j Project Name and Address floor ` open PHILLIPS OCEAN BLVD. f,r5t �tel i 1241 OCEAN BLVD. ATLANTIC BCH , FL r 7" posts I� i0 (typical) rb*b5, mg FRONT READ ELEVATION cantilever Project Sheet 2014-0009 0'-0" first floor A- G r ference only 5-1/2' water table Date 04/09/ 14 Shower ,i pad Scale as noted of 12 SHEETS wood 5tep5 and porch wood steps chimney walkway to garage REAR I new faux height of building +35'-0" chimney General Notes 12 10 VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS metal roof OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, i TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE second floor +20-64" SELECTED AND APPROVED BY metal roof wall plate OWNERS BASED ON — 6"�oi5t5 CONTRACTOR PROVIDED 8" beam ALLOWANCES. 2'-0" ,� 7" po5t5 HVAC SYSTEM REQUIREMENTS TO (typca I) BE DETERMINED BY OTHERS. STRUCTURAL SYSTEMS 3 t handrail REQUIREMENTS TO BE DESIGNED (typcal) * DETERMINED BY OTHERS. second floor + I I'-54" DESIGNER ASSUMES NO LIABILITY first floor wall + 101-11, first floor wall 12 4 + 10 1" FOR ERRORS OR OMISSIONS IN plate ll plate BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES 2"x4" strut +' 2 O", PRIOR TO COMMENCEMENT OF '- (typical) � WORK. Tii_ U U 7" pO5t5 (typical) two Rinnai tankle55 A water heaters I c� N 0'-0" first floor first floor reference onlyhy cantilever� reference only AC unit5 LE ffTELEVATION } new faux chimney height of building +35'-0" SCALE 11411 = 1 1-0" 01 REVISIONS 5/8/ 14 12 10 No. Revision/Issue Date General Contractor I metal roof H I LLI PS BU I LDER5 1 545 5ELVA MARINA DR. ATLANTIC BEACH , FL - 32233 +20'-64" second floor wall plate G",Joi t 8" eam 1 chimney Firm Name and Address 7" OStS JOHN ROWAN D E 51 G N , I N C (t peal) H 11 1 11 < 151 SAWGRASS CORNERS UNIT 101 36" hand .l (tYpi D metal — — PONTE VEDRA BEACH , FL roof r (904) 759-7087 + 1 P-54" second floor 12 4 12 open t�4 + 10'-1" 7L first floor mall 0 plate -0"01N Project Name and Address PHILLIPS OCEAN BLVD. 2x4" 7" p°5t5 124 1 OCEAN BLVD. p ca) \ \ / / (typcal) ATLANTIC BCH , FL 3-112" trim (typical) L 7" post6 i mg shower LL_L—I iiA \ / / SIDE ELEVATIONS � (typical) 5-1/2" ater le 0'-0" frost floor TL Project Sheet reference only 0 0 0 2014- 0009 Date wood steps and porch wood steps a0d porch wood walk 04109114 A- 7 to garage Scale 11411 = 1 1—On OF 1 2 SHEETS RIGHT ElEVATION SCALE 11411 = 1 '-0" 48'-0" 27-10" General Notes 7'-0" G'-O" 7'-0" 71-1011 I I I chimney i -----I-------- 5" � -- -------1-----�-�, � VERIFY ALL DIMENSIONS AND first story walls below `� CONDITIONS. it TLLOACE OF BLED OCK, FACE OffN5 ARE FRAMING MEMBERS - UNLESS I io o I I�I I E I I - OTHERWISE NOTED, 1 7 SII I/ 12 4 � ; ALL NEW PLUMBING FIXTURES, 24'-0" �2'-0" � TILE, LIGIITING FIXTURES, CABINETRY, APPLIANCES AND l i i slope I�I FLOOR COVERINGS TO BE I I slope slopex SELECTED AND APPROVED BY OWNERS BASED ON o li CONTRACTOR PROVIDED N /_ ---- ALLOWANCES. VONr 1/11/11/11//111����//11��11/1/11/r11/1i� �/1/r�1� 1/11/111x11/111/11/1//111��11/111r111� i��/�1/1/I1�10�11�11/111�%'�/1//1///� / second story walls below '✓ � -�I i HVAC SYSTEM REQUIREMENTS TO first stor vaulted first 5tor vaulted BE DETERMINED BY OTHERS. //j /� N ✓� 3 ceiling Y Y ceiling o E slope ovault ceiling as high as vault ceiling as high as N 5TRUCTURAL SYSTEMS 0 possible possible REQUIREMENTS TO BE DESIGNED ' It DETERMINED BY OTHERS. it L-- --------------- !I -_-- DESIGNER ASSUMES NO LIABILITY --------------------- FOR ERRORS OR OMISSIONS IN �j ------------------------- --------------------- first story beam below----------------- �x� BUILDING PLANS, CONTRACTOR TO ' --------------------------------------------------- VERIFY VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES '01 PRIOR TO COMMENCEMENT OF WORK. in n – ridge NQ) I I Im j No o / t r wall slope slop s c n el p glml - - Z fir stor walls below -- - -__ ------ y w Z o -----1--- ----y-------------- — o MAN 2'-5" D m I = – second story walls below P/M - ,� ,wall 2 8 oro ening g 0 first Scor O I � Y L o first st r measurements r r ( Y ) NIA % wall �t cantilevered floor system I second story walls below pa vault ceiling oIf � I i las high as possible � '�� FRIl I9bl_n — — — L — L1 s � o 0 REVISIONS 5/8/ 14 31 01N - / t -011 31-011 2'-0" 24'-0" I o i No. Revision/Issue Date Roof Notes: N I I 1 . All measurements are from face of wall. 2. Overhang 15 24" unless otherwise stated. GARAGE ROOff FLANI 3. Sheathing per structural sheets, first story roof new � I I General Contractor 4. Roofing membrane to be self adhering polymer modified faux — chimney ridge - P H I LLI P5 B U I LD E R5 bitumen roofing underlayment.(optional with metal roofing) SCALE 1/4 u 1 - u sceond story roof m 5. Roofing is standing seam metal roofing. _ _ 6. Roof varies in pitch, see plans, % T N 1545 5 E LVA MARINA D R. 7. See floor plan for an ceiling height changes. m p Y g g ATLANTIC BEACH , FL I 2 32233 I vault ceiling as high as I -N o possible I oFirm Name and Address 1 vault ceiling JOHN ROWAN DESIGN , INC as high as ! i possible 1 5 1 5AWGRA55 CORN ER5 I � I second story walls below i II UNIT 101 � -___ =-=-=1 PONTE VEDRA BEACH , FL 904 759-7087 I I I I I � I OI p z 2 0 o I t 10 io C91 C9 L .� I � slope /slope 51ope slope Project Name and Address / � ___ - --- T PHILLIP5 OCEAN BLVD."_- _---1/11 ---- /%G�111/1/1/ 11 --- II II II 124 1 OCEAN BLVD. II II II II If II II II II II :� DIEN510N5 MAY VARY SLIGHTLY DUE TO a II u II II II ATLANTIC BCH , FL FI LD MODIFICATIONS AND ADJU5TMENT5. U II p II O j1 17 117X. x .li <D 1 I arbor above balcony i–i– –J R of Notes: I L---------------------------------� ROOF PLANS I . All measurements are from face of wall. I I I 2. Overhang 15 24" unless otherwise stated. '--------------------------------- ––-- 3. Sheathing per structural sheets. 1 -011 4. Roofing membrane to be self adhering polymer modified 3'-O" 10'-o ^ 3'-0" 16'-0" 3'-0" / 10'-0" 3 i bi umen roofing underlayment.(optional with metal roofing) Project Sheet 5. Roofing is standing seam metal roofing. 2014-0009 G. Roof varies in pitch, see plans. 7. See floor plan for any ceiling height changes. Date 4(5-0 04/09/ 14 first floor roof Scale ROOff FLAN 1 /411 = 1 1-011 OF 12 SHEETS SCALE 1 /4 11 _ 1 1_011 second floor roof ROOF PLAN PROVIDED FOR GEOMETRIC PLANNING PURPOSES ONLY. SEE STRUCTURAL SHEETS FOR 5TRUCTURAL DETAIL5 AND REQUIREMENT5. ANY REFERENCE ON TH15 PLAN TO 5TRUCTURAL ELEMENTS ARE FOR PLANNING PURPOSES ONLY; STRUCTURAL 5HEET5 TAKE PRECEDENCE. General Notes standing seam metal roofing structural beam (see structural sheets) VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED roofing membrane to be self roofing membrane to be self TO FACE OF BLOCK, FACE OF adhering polymer modified adhering polymer modified FRAMING MEMBERS - UNLESS bitumen roofing bitumen roofing OTHERWISE NOTED. underlayment. underlayment. (optional) (optional) ALL NEW PLUMBING FIXTURES, roof she thing per TILE, LIGHTING FIXTURES, structure sheets CABINETRY, APPLIANCES AND 12 12 FLOOR COVERINGS TO BE SELECTED AND APPROVED BY 10 10 roof sOWNERS BASED ON heathing per structural sheets CONTRACTOR PROVIDED 5/8" standard gypsum board or ALLOWANCES. #1 5.yp painted bir 1/2" gypsum ceiling standing seam board HVAC SYSTEM REQUIREMENTS TO board with ventilation metal roofing BE DETERMINED BY OTHERS. holes I"x4" slats on STRUCTURAL SYSTEMS � 24" centers. (overhangs only) REQUIREMENTS TO BE DESIGNED 1 2 R-30 fiberglass batt DETERMINED BY OTHERS. insulation 4 DESIGNER ASSUMES NO LIABILITY FORE O SOR O i RR R M SSIONS IN < #I s.y.p. bird board BUILDING PLANS. CONTRACTOR TO standing seam ` metal roofin with ventilation holes VERIFY THAT SCOPE OF WORK g MEETS ALL APPLICABLE CODES I x4 5lat5 on PRIOR TO COMMENCEMENT OF i 24" centers. open WO RK. (overhangs only) i aluminum cave drip 8" beam connection f om top plate to wood connection from top plate to wood truss per fa tener schedule truss per fastener schedule aluminum cave drip 2 2 x #2 0 late per 6 s t 2 2 x #2 0 la r ( ) ( ) 6 s t to e Y pp p Y p pp p #I sYp x2" G" painted 5tructural 5liect5 structural sheets II open rafter tails #1 syp 2"xG" painted i open rafter tai15 x 11 !I 7" post � I REVISIONS 5/b/ 14 I 4 0 6; rbb siding over wood framed Revision/Issue Date rbb siding over wood framed No. walls per structural Sheets walls per structural sheets w General Contractor R-I I fiberglass ba R-I I ftberg1a55 batt P H I LLI P5 B U I LD E R5 insulation insulation 1545 5 E LVA MARINA D R. ATLANTIC BEACH , I=L 32233 --1/2" gypsum wall board 1/2" gypsum wall board 4" concrete slab on compacted fill 4" concrete slab on compacted fill with .006 mil vapor barrier, soil to be with .00G mil vapor barrier, soil to be tree ed with chemical termite barrier treated with chemical termite barrier per tructural sheets per structural sheets Firm Name and Address p JOHN ROWAN DESIGN , INC 1 5 1 5AWGRA55 CORNERS UNIT 101 a wood patio deck 4" step ° ° o a a a ° a a a ° a d a a ° a a a n ° FLOOK5Y5TEM / / / /, //////////////////// ///// / ///////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / /, // / / / P STRUCTURAL \i\/ / m wall per tru t ra t \ \ \ \ \ \ \ \ � \i\ \ \/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \i\i\i\i\i\/\/\/\i\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \/\i\< FONTE V E D RA B E AC H F L a \\\ 8 CMU s e p s c u I shee s �\\\\\\\\\\\\\\\\\\\\\\\\\\ �\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \�8 CMU stem 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///////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //i //i/i //i/i/i/i/i/i/i/i/i/i/i/i/i/i/ r / / / / / / /\ \/\r\/\/\/\/\/\/\i\/\/\/\r\r\r\r\i\i\r\i\i\i\r\i\/\/\/�\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \i\i\i\/\/\i\/\/\/\r\i\i\r\r\/\r\r\r /\r\r r / / / / / / rrr / / / / / / / / / / / rrrrr / / / r \\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ \ \ \ \ rade / rade 9 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / rProject Name and Address / / / / r / / / / r / rrrrrr rrrrrrr / / / / r / / / / / / / / / / / / / rr r rrrr / rrrrrrrrrr / / / / rrr / r / rr / / / / / / / / / / / / \ \ \ \ rrrrrrrr / r / r r r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PHI CEA , , LVD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / rr \ \ \ \ \ \ \ \ \ rrr �i/i 9 �i� `� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / rrr �� ° - \ \ / / / / / rrrrr \ \ \ \ r / rrr .\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ cot uous concrete \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / / / cont mous con \ \ \ \ \ \ \ / � / / / / / / / / / / / / / / / / / / Crete \ / / / / / / / / / / / / / / / / / / / / / / / / / / / / structural she / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LVD \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / m / / / \ \ \ \ \ \ foot er structural / / / / / \ / / / / / / / / / / / / / / / / / / / f i r / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / gp rr rrrr rrrrrr / / / rrrr / / / / / / / / / / rrrr / / / / / rrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r / � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . / / / / � h et / rrr \ \ \ \ \ \ \ \ / / rrrr . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ A \ \ \ \ \ \ \ \ \ \ \ \ \ TLA \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ C H F \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ L / / / r / rrrrr / / / r / / / rr / / rr / / r / / / / / / / / / / / / rrr rr rr rr / / rr / r / rr / r / r / / / / / /. / / / / / rrrrr / / rrrrr / / / / / / r / rr / / / / / \ rrrrrr / rrrr / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r / / rrrrrr r / / rrr \ \ \ r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / rr / r / / / rrrrrrr / rr / / / / r / / r / / rr / r / / r / / rr rrr r r / rrr / / / / r / rrrrrr / / / / / / / / rrr rrr r rrrrrr / / / / / r / rrr / \ \ rrrrrrrrrrr r / \ \ \ \ \ \ \ � \ \ \i\ \ \ \ \ \ \ \ \ \ \ \ \ rr rrrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / rrrr <iU�'�li� \ \ \ \ \ \ \ \ \ \ \ \ \ \ r / / / / / / rrrrr / \/\/\/� \ \ \ \ \ \ \ \ / r rrr \ \ \ \ \ \ \ / / r � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WALL SIECTION , / / , „ / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / rrrrr \ \i\ \ \ \ \ / rrrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ rrr / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / rr 1l/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / rrr / \/i �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / rr �i��/�G\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r rrr < \ \/\/�U�i \ \ \ \ \ \ \ \ \ \ r / rrrr \ \ \ \ \ rrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / rrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / \ \ \ \ \ \ \ \ rrrrr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ✓�./i?./i / / rrr rrrrrr r / / rr r / / / / / / / 2014-0009 P _ Gate 04109114 A- 9 SECTION scale 3/411 = 1 '-0" OF 12 SHEETS SCALE 3/4 I ,-0„ Typical wall section provided for non structural details only. 5ec structural sheets for structural details and rectuirements. Any reference on this section to Structural elements are for planing E purposes only, structural sheets take precedence. roofing membrane to be self adhering polymer modified _ bitumen roofing General Notes underlayment. roof sheathing per (optional) standing seam structural sheets 12 12 metal roofing 12 5 � 10 10VERIFY ALL DIMENSIONS AND exposed collar tie MAIN HOU 5 E TRU 55 E5 ARE CONDITIONS. x 5-y-l". TO BE ATTIC TRU55E5 . ALL DIMENSIONS ARE MEASURED painted + 15'-8 " second floor 1 G'-o" bird board 24" O N CENTER TO FACE OF BLOCK, FACE OF wall plate --------- I with ventilation holes FRAMING MEMBERS - UNLESS I x4 slats on ve tI OTHERWISE NOTED. —_ ---� 24" centers. (overhangs only) ALL NEW PLUMBING FIXTURES, TILE LIGHTING FIXTURES, to CABINETRY, APPLIANCES AND 3-0" i it ij I Ij In 5/8" standard gypsum board or FLOOR COVERINGS TO BE c� R-30 fiberglass batt gyp g insulation SELECTED AND APPROVED BY second floor 12 I I I I � I/2" sum ceilm board aluminum cave drip_ OWNERS BASED ON +T-8" 5 ------------------------------------- (2) 2"xG" syp #2 top plate per first floor wall plate structural sheets CONTRACTOR PROVIDED ALLOWANCES. 211x4" r---j connection from top plate to wood ---J truss per fastener schedule HVAC SYSTEM REQUIREMENTS TO support #15yp 2"xG" painted (typical) I open rafter tails � BE DETERMINED BY OTHERS. 75 M --- U 0 STRUCTURAL SYSTEMS o ---J R-I I fiber lass insulation REQUIREMENTS TO BE DE g SIGNED --- DETERMINED BY OTHERS. -- I 4" concrete slab on compacted fill with DESIGNER ASSUMES NO LIABILITY ---J OOG mil vapor barrier, soil tobe treated 4 0„ FOR ERRORS OR OMISSIONS IN -1'-4" p first floor with chemical termite barrier er structural BUILDING PLANS. CONTRACTOR TO reference only sheets 6" ste - _ 777 VERIFY THAT SCOPE OF WORK iii conte n uous concreter,�i,�r,�i3Ori�r,�r,�r,�ri�r��r,r,��r,�r,�r,�y,�r continuous concrete,,, �E, x _ y,��,�,,,0,,,,yy,��i y,�yy, e1 �, % �.� r r�i r r�r r�r MEETS ALL APPLICABLE CODES ii�i'ggu/i�iiv�i�i��i�ii footm er r istructu ra I sheets ,�%� �i���i�i�i��i�i i i ii�i�i�ii�ii�i��i��l�i� structural sheets 'i ii�i ii ii ri<�i<�i�i�i ii��i����i ii ii�ii ii ii i PRIOR TO COMMENCEMENT Of rb b se �i�r�r�r r r rXI d m over wood framed /2 gypsum wall board %�%v�%%�%�%�%,rr�%%'r% WORK. ,y ��i y �y walls per structural sheets ���������������i� '��D��i��i��i��ipi��i��i��r��r��r,�r��r��rpr��r��r��r� ��i,��i\��i ii��%i�i�i�ii'i��i��i ii�i ii��i�ii�iiyii��'i ri,� r�r,�r�r�r����r��r,�r r��i��r �r,�>�ri,�r,�,�i,i��r��r,�r,�i, �i��i�� �i��i��i��i��i��i��i��i��i��i�i��i�� � � � � ���� ��� � ����� ���� � ���������������������� � ���� �i��i��✓���. 3/4 plywood sub floor per �A���AYV���A��iA��i\�����A���A���A \ \��VAA��A��V���A�V�V ���/� structural sheets Typical wall section provided for non structur I GARAGE CRO55 5 E CT I O N details only. See structural sheets for structural details and requirements. Any reference on this section to structural elements are for planing purposes only, SCALE 1/4 If = 1 '-O'I structural sheets take precedence. continuous gravity path per structural sheets STRUCTURAL FLOOR SYSTEM (per structural sheets) 5/8" standard gypsum board 112" gypsum ceiling board (2) 2NG" sYp #2 top plate per structural sheets .. , U ZL REVISIONS 5/8/ 14 o o S � t o No. Revision/Issue Date rb*b siding over wood framed walls per structural sheets General Contractor PHILLIPS BUILDERS, R-I I fiberglass batt 1 545 SELVA MARINA DR. insulation # ATLANTIC BEACH , FL 3 32233 1/2" gypsum wall board 4" concrete slab on compacted fill with .00G mil vapor barrier, soil to be Firm Name and Address treated with chemical termite barrier per structural sheets JOHN ROWAN D E51 G N , I N C 1 5 1 5AWGRA55 CORNERS UNIT 101 PONTE VEDRA BEACH FL 17 CMU stem wall per structural (904) 759-7087 4 �/�/�/�/�/ ii\X1��i��i��i��i��i��i��i��i��i��i��i�; /d/ ���'���'���'V����������'V�������'V�'V��'����������'���\�����'�� � Project Name X and Address /,/< 124 I OCEAN BLVD. i�i�%�i�%%%%i / / /,//,/��,���,���,/,/��,/,//,/,//�,//�,�/�,�/�,�/�,/��,/��/��, continuous concrete ATLANTIC BCH FL °a /��i���i�/ii��i��i��i��,footing per structu ra l\\% , //>nn�oy����%�/\���/��i���/�/���i���i��i� Project Sheet 2014-0009 TYPICAL TWO STORY HOUSE WALL SECTION Date �_ I O _ SCALE 3/4" = 1 1-011 Typical wall section provided for lion structural 04109114 details only. See structural sheets for structural scale details and reclulrements. Any reference on this 015 noted OF 12 SHEETS section to structural elements ara for planing purposes only, structural sheets Lake precedence, wp motion detector ELECTRICAL FIXTURE LEGEND General Notes U01 i � f wp 1 ® WALL MOUNTED LIGHT fan/fight fa CEILING LIGHT VERIFY ALL DIMENSIONS AND ! ! --------` fan afp I CONDITIONS. prewire PENDANT LIGHT afafp to switch p in house PUCK L.E.D. LIGHTING ALL DIMENSIONS ARE MEASURED / , TO FACE OF BLOCK, FACE OF pigtail under I % , pigtail under m _ to switc �� - - m � RECESSED LIGHT FRAMING MEMBERS - UNLESS i ---- — ----- belo °° °o ° a OTHERWISE NOTED. --- — --�_\, II ri C o _ o ADJUSTABLE RECESSED gfi I I LIGHT "EYEBALL"afp 0 ry S ALL NEW PLUMBING FIXTURES,chandelier built-in cabinet (above fireplace) built-in cabinet S to light switch FLOOD LIGHT TILE, LIGHTING FIXTURES, R I _ mo e prewire garage, CABINETRY, APPLIANCES AND l - - - fan m ara e \ I s k ,' / ► Le LOW VOLTAGE LED IN-GROUND LIGHT FLOOR COVERINGS TO BE afp detector ; % 1 �tht \I O 0° ! / afp 11 DUPLEX RECEPTACLE SELECTED AND APPROVED BY h I\ I g3 L'► ---- - - ml '► OWNERS BASED ON SWITCHED DUPLEX RECEPTACLE CONTRACTOR PROVIDED \ O o i to t to I I of 0\ fan pre-wire p '' ALLOWANCES. I LA \ -Z a 1 1 li ht elow 1 I �� w 1 �- � gf' \ � 220V RECEPTACLE \_— I . \ new L — — — — �\ — — — i smoke fi � �� `� �, '1 GFI GROUND FAULT INTERRUPT HVAC SYSTEM REQUIREMENTS TO faux \ __�_ smoke O ` - \ BE DETERMINED BY OTHERS. detector detector i `� `� � `� 1 I �\ �� .� `\ \ AFP ARC FAULT PROTECTION iz � TOGGLE SWITCH STRUCTURAL SYSTEMS floor \\\ \\\ \�\ \ \ REQUIREMENTS TO BE DESIGNED _ smoke p � i � `� � ` \ ` � 3 3 WAY TOGGLE SWITCH � DETERMINED BY OTHERS. ------ of fan/light I receptacle \ \ \ \ __--_____ detector — — — / 1 a-a' \ _ � �� DIMMER SWITCH ! I DESIGNER ASSUMES NO LIABILITY CABLE TELEVISION OUTLET FOR ERRORS OR OMISSIONS IN O a TELEPHONE BUILDING PLANS. CONTRACTOR TO �I afp Q I detector \ I afp - ►i i VERIFY THAT SCOPE OF WORK le- I I \��` -- � � '^ I I fan prewire � N- INTERNET/ DATA MEETS ALL APPLICABLE CODES S SPEAKER `� PRIOR TO COMMENCEMENT OF I I an prewire ��� I I I I e I \ \ I WP WATER PROOF FIXTURE • I , stub out WORK. ' I a fan I 0 \`\` I I for LED LV }' \ prewire db EXHAUST FAN 1 f z I 0 afp fan — --------------- � I - iI 1i I II Ii I -------------- � afp I 1 _ `------oto pool ------ -------------- —, SMOKE DETECTOR oto WALL MOUNTED LIGHT garage gfi wp I I I I light \ Tv `'r \\ 60" above decking ® UNDER COUNTER LIGHT I I I 1 1 wp I \ afp afp afp wp wp afp i i I 9f� �I 0 ® SPECIAL ELECTRICAL CONNECTION fi --- ---- 9 // 11 I I ' //// gF LV LOW VOLTAGE L.E.D. STRIP LIGHTING II ---- ---- ---- ---- -- - ----- — �1— �. �_ - ' fan prewire F — '' --- .S \ \ \ i -- �/ �------------------ __,`tea " \ \ � floodlight 4' FLUORESCENT CEILING a switch / w j I gas stub out , � LIGHT gfi pl S for grill If I - - - - - - - - -- - - — — — — — — — — — — — — —N ` 3 3 3 gfl wp TV / s 3 FAN PREWIRE \ I A pneumatic � \ 1 \ dis oral switch 72"a.f.f. - --- --- 1 p gfi I-_,I i _-=-gym �'-�" REVISIONS 5/(5/ 14 ` --- - dual `\\ gfl DW © o I \x/ fi \` \\\ to switch ,/ / / cubbies fuel � ' <I 1` i \ i 9 \ I II i i i 1 } " ' " range I I ! ' I data patch No. Revision/Issue Date anel cath5ECOND E LOOK ELECTRICAL PLANrAW/D fanHU rang F hoo chadlr General Contractor I/4I -O swat ' i !I \\ 1\ 11 \ I cable modem PHILLIP5 BUILDER5 gf, — _1 gfl 1545 SELVA MARINA DR. ' ® ATLANTIC BEACH , FL fi fl to grtai� — — /3 9--------9•:�•I li ht iabo/e p ; 32233 - - - new faux I / chimney I \I 10 // \ I I Firm Name and Address l I �N v I I' 3 JOHN ROWAN DE51GN , INC detector I \ smoke 0 de ekctor ® , 0 111 f 1v 1v afp afp 1 5 1 5AWGRA55 CORN ER5 1 I 1 chandelier \ \N�\ UNIT 101 ' \\ \NN`� PONTE VEDP BEACH , FL gfl afp / 1\T� \\\ ; \�� (904) 759-7087 0 afp 33 Project Name and Address fan \�Uof prewire afp fan p PH I LLI P5 OCEAN BLVD. I 1 \ 1\ `— prewire 124 1 OCEAN BLVD. ® \\\\ gf, ATLANTIC BCH , FL \\\ wp afp afp wp `�\ afp afp &I,f, IN H0U5E ELECTRICAL PLANS _ N\ LF 1 ------ Project 14-0009Sheet — — ---- ___-------- 20----------------------------------------- --- ' - TO Date I. EI 1 " T f LOO R E LECTRI CAL P LAN o4�09� 14 I I Scale 114 _ 1 1-011 OF 12 SHEETS I SCALE 114 = 1 -0.. F 6 i i I i General Notes j' VERIFY ALL DIMENSIONS AND CONDITIONS. i ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS, BASED ON CONTRACTOR PROVIDED ALLOWANCES. HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. ELECTRICAL FIXTURE LEGEND ° STRUCTURAL SYSTEMS pOOI REQUIREMENTS TO BE DESIGNED WALL MOUNTED LIGHT eG�t�lpn1en DETERMINED BY OTHERS, CEILING LIGHT 14V_ 9 I / DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN PENDANT LIGHT gf� gfi gfi BUILDING PLANS. CONTRACTOR TO f © PUCK L.E.D. LIGHTING VERIFY THAT SCOPE OF WORK to switch _____ MEETS ALL APPLICABLE CODES in house F ® RECESSED LIGHT PRIOR TO COMMENCEMENT OF sjspbt unit a/c fl WORK. i Q ADJUSTABLE RECE55E[J LIGHT "EYEBALL" 1�t I FLOOD LIGHT LE w LOW VOLTAGE LED IN ---------------------- LIGHT p � i - DUPLEX RECEPTACLE rim I1 SWITCHED DUPLEX RECEPTACLE i220V RECEPTACLE \ 1 - - - - - - - - - - - - - - - - - - - - - \ GFI GROUND FAULT INTERRUPT - ------ to light t ` AFP ARC FAULT PROTECTION \`ceihnceilin �stairs above cj g{� �� rx •z; � � � � TOGGLE SWITCH �j receptacle receptacle +- — — — — — — — — - - - - - - - - — ------------------- :�. $s 3 WAY TOGGLE SWITCrI toil h �� fi belo DIMMER SWITCH � g - _ wp Tv CABLE TELEV1510N OUTLET- I„ � TELEPHONE I �� I I � I,! 0 REVISIONS 5/(5/ 14 N INTERNET/ DATA i S SPEAKER _ ____ I No. Revision/Issue Dote WF PROOF FIXTURE to porch �� - �' F M EXHAUST FAN p f 0° SMOKE DETECTOR _�,__-�___ ___ ______ General contractor 9 WALL MOUNTED LIGHT to switch - P H i LLI PS B U I LD E R5 Q in house ------- 1 545 5ELVA MARINA DR. { UNDER COUNTER LIGHT ® ATLANTIC BEACH , FL SPECIAL ELECTRICAL CONNECTION 32233 OOR ELECTRICAL PLANFLGARAGESECOND LV LOW VOLTAGE L.E.D. STRIP LIGHTING GARAGE f I R5T f LOO R ELECTRICAL P <F { SCALE 1/4 = I '-0" 0 4' FLUORESCENT CEILING LIGHT SCALE I /4" = I '-0" Note: all wall receptacles in garage 48"a.f.f. Firm Name and Address p FAN PREWIRE JOHN ROWAN DE51GN , INC 1 5 1 5AWGRA55 CORNERS UNIT 101 T PONTE VEDRA BEACH , 1-L (904) 759-7087 -" Project Name and Address PHILLIPS OCEAN BLVD. y bi 1 24 1 OCEAN BLVD . ATLANTIC BCH , FL GARAGE ELECTRICAL PLAN5 Project Sheet -0009 2014 �I - 1 2 I Date 04109114 A Scale /411 = 1 l_0" OF 12 SHEETS 'JM IpI I; tlI; 1 I 'i':