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HomeMy WebLinkAboutPermit Set_Architectural Plans_Lot 7 o� O N LEGAL DESCRIPTION: ALL OF LOT 7, BLOCK 2 �0N C m O.`-A C 7.AVALON BEACH P.U.D. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC N RECORDS OF ST. LUCIE COUNTY, FLORIDA. w > o N�/+ L CONTAINING 0.10 ACRES MORE OR LESS o.- U U-O N O C FYI C �O O SURVEY NOTES: _ o 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED N FOR RIGHTS—OF—WAY AND/OR EASEMENTS OF RECORD. E°m� E 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS Q 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY E CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. U �" 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR _ ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY. ALL FOUND REBAR ARE A 5/8" ROD UNLESS CL N OTHERWISE NOTED. H s 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON EAST LINE OF LOT 6 O N 9. ORIGINAL SL BM: K-633 EL. 17.70 NAVD 88 cc 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED (D ai z H ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. PARCEL # 1403-130-0010-000-3 H 11. UE-1 (UTILITY EASEMENT) AS DESCRIBED PER PLAT BOOK 55, PAGE 19. 12. SUBDIVISION LISTED AS BEING IN THE COASTAL BARRIER RESOURCES SYSTEM AREA. °� N » 13. PROPOSED GRADING PER ENGINEERED SITE N 8 9 °2 0 13 E D.8' BLOCK # o " HEADWALL PLAN OF AVALON BEACH PUD PLAN—MOD 1 0.8' BLOCK DATED 02-14-07. ELEVATIONS CONVERTED FROM HEADWALL G 0 0 O y� �� \P EL.=6.8' , 0 I� J NGVD TO NAVD, CONVERSION FACTOR OF 1.43 TOP EL.=7.0' NORTH LIMITS OF PLAT �� 7_0 6y 5' W.M.E. 6� 6 BSET CAP CERTIFIED TO: }' SET CAP 5' OFFSET OCEAN ESTATES DRIVE, LLC 5' OFFSET o IRRIGATION CONTROL VALVE o U 10' B.S.L. L ------------------------------ ---------------------------- -------------------------------------------------------------- ------------ ----- --- ------------ 5. ; 23 14.7' PORCH W o M V C 0 00 �0 V / O �• 01 0� J NN m � LOT 8 Ln LOT 7 0 'i o VACANT 0 2PSTORY VACANT LL H _ J C.B.S. U 3 = LL F.F.EL.=6.8' (D 2ND FLOOR EL.=18.8' = LaU — N co LU CL PROP. ■O CONC. LU U.O O A/C O L U a v � m J a- a oU) C'> > 0 a 5.3' ENTRY GARAGE EL.= 6.3' 5.0' 6.7' iu B.S.L. [}TELE BOX TELE BOX UE-1 ELECTRIC BOX—E] o B--CLEAN OUT METAL 5_0 LIGHTPOLE—-,(� �6 4.8 p� p� IN CONC. 0 S 8 9 °2 0 13 W 50. 00 6 < SET DRILLHOLE SET DRILLHOLE 4' CONC. WALK L r L 2' GUTTER SET T M b ON PK MAG NAIL Oj `�' EL.=4.34' (D z r lipLU z ��O r 9 ---------------------------------------- 149.81------------------------------ ----------------- ------------------------------------------- --- OCEAN ESTATES DRIVE L2 z�6 _ � N w �j ( 30' PRIVATE R/W ) 20 PAVEMENT p a Q c E� O@ E � o 0 1 2' GUTTER N Dc• � a m a� o - U 3 C O o -o m � N S1_TEP1AjV U (p O O U y �w a o �L THIS SITE PLAN DOES NOT CONSTITUTE A SURVEY SCALE: 1/8" = F-011 ° M o a THIS SITE PLAN DOES NOT CONSTITUTE A GRADING AND DRAINAGE PLAN; FOR INFORMATIONAL PURPOSE ONLY. SEE LANDSCAPE PLAN CL NOTE: FOR ALL PROPERTIES THAT LIE WITHIN THE 100 YR FLOOD PLAIN, ALL SERVICE EQUIPMENT SHALL BE LOCATED A MIN. 12" ABOVE THE FEMA BASE FLOOD ELEVATION (BFE) MARK O T WE W = S P N2 L � N 2 N - N U SHEET NO 0 a� L C m E N sa m T N O O- y N L � not valid without z Ooriginal or electronic signature &seal o O N N N a� N ° ? a O O o L ; O O 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies .n o MM U N W r Custom Residence for : 03 E- "O y a b1 O y f6 N y£a c c O O �L U O N N O C C � U O ■ {{{��Indu t �111 � C C L O M p c C s r sN E N elcorpN c m= N C N E m o Q 0 N o q o ao "AVAL N BY THE BEACH " - LOT 7 N E 16 o�o St . Lucie FL � �y = P�4 Parcel ID Q N o � NZ DRAWING INDEX REVISION SHEET NO. DESCRIPTION L di N A6.1 WINDOW & DOOR DETAILS . o0 REVISION SHEET NO. DESCRIPTION cry GENERAL NOTES A7.1 WALL SECTIONSCU A0.1 COVER SHEET, DRAWING INDEX, PROJECT TEAM A7.2 WALL SECTIONS 00 A0.2 CODE INFORMATION, GENERAL NOTES MEP N LANDSCAPE ARCHITECTURE P1 .01 PLUMBING SANITARY RISER U �bao LA-1 GRADING AND DRAINAGE PLAN M1.01 MECHANICAL PLAN �� W LA-2 HARDSCAPE PLAN E1.01 ELECTRICAL PLAN O LA-3 HARDSCAPE PLAN SITE PLAN STRUCTURAL SP1.1 SITE PLAN U SO NOTES AND SCHEDULES ARCHITECTURAL S1 FOUNDATION PLAN Q A1.0 OVERALL FLOOR PLANS / AREA CALCULATIONS S2 LOW ROOF AND FLOOR FRAMING PLAN A1.1 FIRST AND SECOND FLOOR PLANS S3 HIGH ROOF FRAMING PLAN A2.1 ROOF PLAN L1 FIRST AND SECOND FLOOR LINTEL PLANS A3.1 ELEVATIONS - FRONT, REAR & RIGHT SIDE L2 GENERAL STAIR SECTION & MASONRY DETAILS A3.2 ELEVATIONS - LEFT SIDE & BUILDING SECTION SN NOTES AND SCHEDULES A4.1 STAIR SECTION & DETAILS D1 FOUNDATION DETAILS D2 FRAMING DETAILS D3 FRAMING DETAILS D4 FRAMING DETAILS O ~ — O U- J _ U- (D � Quo W J N m p Uj Uj E T- o Q O mJ Qv zU) ME 0 a i• i i 00 df ANN � w d lyl� �l i �� h •'il�i �I,• m i I I � i� �� ����I�II 'I� r�i� 31 4 « �� NU Cf) A a � Q C N N U E� O 6 E C w y a TN � E c N � 3 BUILDER STRUCTURAL ENGINEER ARCHITECT = �N � c U l6 � O U �N O` o 0 20 0—ft, o r �1 ENGINEERING = a 22 CL ASSOCIATES y0-1 ° a TSG Company ARCH ITECTU RAL G R O U P I N C CONSTRUCTION MANAGEMENT 0 3920 EDGEWATER DRIVE, SUITE 101 DESIG N/BU I LIB t ORLANDO, FLORIDA 32804 = A 1512 SE VILLAGE GREEN DR. 249 MAITLAND AVE . SUITE 3000 PH: 407-647-0938 � � 2N U r � PORT ST. LUCI E, FL 34952 ALTAMONTE SPRINGS, FL 32701 FAX: 407-647-2499 — 0 . 1 N t.+ O r 772-905-2727 321-972-0491 AA 26001471 SHEET NO 2 O U Cc PROJECT MANAGER: a t c o� N ON N N to N ' 0 d U X. N N L y not valid without z original or electronic O signature &seal N d x N �� O a£ O L > N " �3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies SYMBOL LEGEND TERMITE PROTECTION ABBREVIATIONS CODE INFORMATION En CODE SECTION: NOTE: CLARIFY ALL ABBREVIATIONS NOT LISTED HERE CONSTRUCTION TYPE: FBC: RE IDENTIAL £ *FIXTURE AS SELECTED BY OWNER "A permanent sign which identifies the termite treatment provider and need for WITH ARCHITECT N- DOORS SIZE ARE SHOWN IN FEET/INCHES FBC 105.11 re-inspection and treatment contract renewal shall be provided. The sign shall be posted ANCHOR I.D. INSIDE DIMENSION DETACHED ONE-AND TWO-FAMILY DWELLINGS AND TOWNHOUSES NOT MORE THAN q DISCIPLINE OCCUPANCY TYPE: THREE STORIES ABOVE GRADE PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS ° N AB. AN R BOLT WINDOWS SIZE ARE SHOWN IN INCHES near the water heater or electric panel." ID INTERIOR DESIGNER AND THEIR ACCESSORY STRUCTURES. ACT ACOUSTICAL CEILING TILE "Condensate and roof downspouts shall discharge at least 1'-0" away from building side INSUL. INSULATION STRUCTURE MUST COMPLY WITH ALL APPLICABLE CODES LISTED BELOW INCLUDING m t 1 . 1 .3 N/A walls." A.F.F. ABOVE FINISHED FLOOR APPLICABLE CODES: ALL APPLICABLE REFERENCED STANDARDS INCLUDED WITHIN THOSE CODES. ALSO INT. INTERIOR > 0 3 1 I♦ DOOR&SWING 00 "Irrigation/sprinkler systems including all risers and spray heads shall not be installed AGGR. AGGREGATE SEE NOTE (13) UNDER GENERAL NOTES. w �c N SHEET NUMBER SIZE DENOTED IS IN FEET AND INCHES � N/A within V-0"of the building walls." a O FLOOR LEVEL AHJ AUTHORITY HAVING JURISDICTION 6TH EDITION (2017) FBC o DRAWING TYPE: In order to provide for inspection for termite infestation, clearance between exterior wall JAN. JANITOR FLOOR PLAN, AL. ALUMINUM 6TH EDITION (2017) FBC EXISTING m ° SHEET NUMBER ELEVATION coverings and final earth grade on the exterior of a building shall not be less than 6 DOOR&SWING W/ inches (152 mm). ALT. ALTERNATE JNT. JOINT 6TH EDITION (2017) RESIDENTIAL L ° KNOCKED DOWN/ C) Exceptions: JST. JOIST N E �DEES°CRIPTION MFR. JAMB 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm)thick adhered APPROX. APPROXIMATE 6TH EDITION (2017) MECHANICAL ma B-OCCUPANCY SIZE DENOTED IS IN FEET AND INCHES 3 m Foyer ROOM directly to th masonry foundation sidewall. ARCH. ARCHITECTURAL 6TH EDITION (2017) PLUMBING w FBCR 704 H N Z E c��NG OR O1-A.3 ~NUMBER 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width KIT. KITCHEN d . M E HEIGHT COV. PORCH 6TH EDITION 2017 FUEL GAS ° 10'-0"x 10'-0" �_ DOOR&SWING of such ramps only. ( ) (� 0 N o ROOM NAME ROOM SIZE DESC DESCRIPTION WITH THRESHOLD 00 THRESHOLD 3. A 4-inch (102 mm)inspection space above patio and garage slabs and entry areas. BD. BOARD 6TH EDITION (2017) FBC ACCESSIBILITY o D *THRESHOLD REQ.AT ALL CD4. If the patio has been soil treated for termites, the finish elevation may match the LAB. LABORATORY T EXTERIOR DOORS. E building Interior finish floor elevations on mason construction only. BLDG. BUILDING 6TH EDITION (2017) FBC ENERGY CONSERVATION £ ; 0 OPENING TYPE: SIZE INCHES in 0 5. Masonry veneers. masonry y > WINDOW/ w LAM. LAMINATE �-DOOR 1-10 D-DOOR; BLK BLOCK 6TH EDITION (2017) FBC TEST PROTOCOLS m NUMBER W-WINDOW; X1 V-VENT; "The initial chemical soil treatment inside the foundation perimeter shall be done after all LAV. LAVATORY N 0 DOOR/WINDOW 0'-0"x 0'-0" OR T-TRANSACTION DOOR: DOUBLE O FBCR 318.1.1 BLK'G BLOCKING 6TH EDITION (2017) FLORIDA FIRE PREVENTION CODE U OO excavation, backfilling and compaction is complete." L-WINDOW/ WINDOW; SWING ;1 LT. LIGHT DOOR SIZE G-INTERIORGLAZING SIZE DENOTED IS IN FEET AND INCHES BM. BEAM 2015 NFPA 1 W/FLORIDA AMENDMENTS "Soil area disturbed after initial chemical soil treatment shall be retreated with a chemical (W x H) IDENTIFICATION 3068 FBCR 318.1.2 DOOR: POCKET soil treatment, including spaces boxed or formed." BOT. BOTTOM 2015 NFPA 101 W/ FLORIDA AMENDMENTS *`*SYMBOL USED WITH SIZE DENOTED IS IN FEET AND INCHES MAX. MAXIMUM WINDOW SCHEDULE.STYLE MAY VARY. co "Space in concrete floors boxed out or formed for the subsequent installation of plumbing BTWN. BETWEEN 2014 NFPA 70 (NATIONAL ELECTRICAL CODE) di p TYPE CD traps, drains or any other purpose shall be created by using plastic or metal permanently MECH. MECHANICAL Q O N U DOOR: BI-FOLD �� OV FBCR 318.1.3 B.U.R. BUILT UP ROOFING FLORIDA STATUTES DESIGNATION SIZE DENOTED IS IN FEET AND INCHES placed forms of sufficient depth to eliminate any planned soil disturbance after initial H I\ !z WALL TYPE/OR w1.1 chemical soil treatment." M.E.P. MECH. ELEC. PLUMBING d� B.W. BOTH WAYS FLORIDA ADMINISTRATIVE CODE 0� DOOR: SLIDING l9 10080 MFR MANUFACTURER 0 PARTITION TYPE RATING IN GLASS DOOR "Chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect STRUCTURAL INFORMATION: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,AND MEETS THE **COMMERCIAL ONLY HOURS SIZE DENOTED IS IN FEET AND INCHES against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is M.H. MANHOLE REQUIREMENTS OF ALL APPLICABLE STRUCTURAL SECTIONS OF FLORIDA BUILDING L (J) (Z O FBCR 318.1.4 required. Any work, including placement of reinforcing steel, done after chemical C.J. CONTROL JOINT CODE 6TH EDITION 2017 AS WELL AS ASCE 7-10 WHERE APPLICABLE FOR 139 MPH OR 3060 3060 3060 ( ) fn � 00 d'r WINDOW ® OR ® OR treatment until the concrete floor is poured, shall be done in such manner as to avoid MIN. MINIMUM LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO STRUCTURAL DESIGN V N SIZE DENOTED IS IN INCHES CLG. CEILING A penetrating or disturbing treated soil." MISC. MISCELLANEOUS ONLY. O� S.S.D.CAULKING ULTIMATE WIND SPEED = 139 MPH. - PER FBCR FIGURE R301.2 4 "Concrete overpour or mortar accumulated along the exterior foundation perimeter shall CLKG. - � H Q 00 o ❑ o � � FBCR 318.1.5 be removed prior to exterior chemical soil treatment, to enhance vertical penetration of CLR. CLEAR M.O. MASONRY OPENING RISK CATEGORY= II - PER FBC TABLE 1604.5 1 °°°� ❑ the chemicals." MTL. METAL WIND EXPOSURE CATEGORY= B- PER FBCR 301.2.1.4.3. S.S.D. REFERENCE GRID C.M.U. CONCRETE MASONRY UNIT INTERNAL PRESSURE COEFFICIENT= +/-0.18 FULLY ENCLOSED - PER ASCE 7-16 00 ADA "Chemical soil treatments shall also be applied under all exterior concrete or grade within MUL. MULLION WIND PRESSURES FOR COMPONENTS AND CLADDING FOR WALL ELEMENTS. - PER FBCR 318.1.E 1 foot(305 mm)of the primary structure sidewalls." COL. COLUMN N Q' SINKS AND ❑❑ ❑�❑ FBCR TABLE R301.2(2). S.S.D. O A-A DETAIL NUMBER LAVATORIES* �J "A vertical chemical barrier shall be applied promptly after construction is completed, CONC. CONCRETE +-+ A4.1 PAGE NUMBER N NORTH CONSTRUCTION NARRATIVE: CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY RESIDENCE. 4� FBCR 318.1.E including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after CONN. CONNECTION U C} the chemical vertical barrier is applied shall be promptly retreated." W N.I.C. NOT IN CONTRACT l9 SECTION/DETAIL n N/A "All buildings are required to have pre-construction treatment." CONSTR. CONSTRUCTION NO. NUMBER GENERAL NOTES: MARK ` J CONT. CONTINUOUS }' O "If a registered termiticide formulated and registered as a bait system is used for NOM. NOMINAL THE CONSTRUCTION DOCUMENTS ARE A PACKAGE OF DRAWINGS, AND ALL OF THE DRAWINGS OF ALL DISCIPLINES FLOOR FLOOR WALL subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply; C.T. CERAMIC TILE (ARCHITECTURAL, STRUCTURAL, MEP, LANDSCAPING, &CIVIL ENGINEERING)SHALL BE VIEWED AS A WHOLE. ALL NOTES . WATER CLOSETS* MOUNTED MOUNTED MOUNTED however, a signed contract assuring the installation, maintenance and monitoring of the N.T.S. NOT TO SCALE A-A DETAIL NUMBER IN THIS SET OF BOUND PAGES ARE PART OF A CONTINUOUS WORKING SET. AT ANY MOMENT DURING CONSTRUCTION THE baiting system for a minimum of five years from the issue of the certificate of occupancy ARCHITECT RESERVES THE RIGHT TO ADD, REVISE,AMEND AND REMOVE ANY OR PART OF ANY NOTE. NOTES MAY APPLY U A4.1 PAGE NUMBER FBCR 318.1.7 shall be provided to the building official prior to the pouring of the slab, and the system DEG. DEGREE ELEVATION MARK ❑ TO THE JOB IN PART OR IN FULL. IT IS THE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECT. IF THE must be installed prior to final building approval. If the baiting system directions for use O.C. ON CENTER i DET. (or) DTL. DETAIL STATEMENT OF A NOTE IS UNCLEAR IT IS THE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECT. require a monitoring phase prior to installation of the pesticide active ingredient, the O.D. OUTSIDE DIAMETER Q A-A DETAIL NUMBER * FLOOR installation of the monitoring phase components shall be deemed to constitute installation D.F. DRINKING FOUNTAIN 1. ALL DIMENSIONS ARE TO FACE OF MASONRY OR STUD WALL. A4.1 PAGE NUMBER BIDET MOUNTED of the system." OH. OVERHEAD DIAG. DIAGONAL "If a registered termiticide formulated and registered as a wood treatment is used for OPG. OPENING 3. ALL COLUMNS ARE DIMENSIONED TO CENTER-POINT OF COLUMN. subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply. DIA. (or) O DIAMETER URINAL* FBCR 318.1.8 Application of the wood treatment termiticide shall be as required b label directions for DOWN OPP. OPPOSITE DETAIL pp q y ons DN. 4. ALL WINDOW AND DOOR OPENINGS ARE DIMENSIONED TO THE CENTER OF THE OPENING. VERIFY REQUIRED ROUGH ENLARGEMENT use, and must be completed prior to final building approval." OPENING WITH DOOR OR WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. IDS. DOWNSPOUT "Protective sleeves around metallic piping penetrating concrete slab-on-grade floors shall PCT. PRE-CAST 5. ALL WALL THICKNESS SHOWN ARE NOMINAL. �o o FBCR 318.2 not be of cellulose-containing materials and, if soil treatment is used for subterranean DWG. DRAWING termite protection, shall receive application of a termiticide in annular space between P.L. PROPERTY LINE 6. ALL STEPS HAVE 7" RISERS AND 11"TREADS U.N.O. OR SPECIFIED DIFFERENTLY ON DRAWINGS. TUB* sleeve and pipe." P.LAM. PLASTIC LAMINATE DIMENSION LINE 1'-9" 2 2'-6" V-3" E EAST 7. ALL FINISHED FLOOR ELEVATIONS ARE TO TOP OF SLAB OR TOP OF STRUCTURE U.N.O.CONTRACTOR TO COORD. FINAL "A certificate of compliance must be issued to the building department by a licensed pest PLAS. PLASTER control company before a certified of occupancy will be issued. The certified of (E) EXISTING FINISH FLOOR MATERIAL THICKNESS WITH ALL TRANSITIONS IN FFE TO MEET SPECIFIED ELEVATION DIMENSIONS. FBCR 318.1 compliance shall state: "The building has received a complete treatment for the PLYWD. PLYWOOD prevention of subterranean termites. The treatment is in accordance with the rules and EA. EACH 8. ALL INTERIOR COMPONENTS- DOORS, CASEWORK, CABINETRY, MILLWORK, FIXTURES, RAILINGS, COLUMN COVERS, CENTER LINE °R TUB/SHOWER* p PR. PAIR APPLIANCES AND MATERIAL FINISHES ARE TO BE SELECTED BY OWNER/INTERIOR DESIGNER laws of the Florida Department of Agriculture and Consumer Services."" E.J. EXPANSION JOINT 0'-0" REF. EL. ELEVATION HOSE BIB "Height above finished grade. Concrete and masonry foundation walls shall extend E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM 9. ALL INTERIOR FEATURES SHOWN ARE CONCEPTUAL. VERIFY SHAPE, HEIGHT, AND DISTANCE OFF FINISH FLOOR WITH OILabove the finished grade adjacent to the foundation at all points a minimum Q.T. QUARRY TILE OWNER AT CONSTRUCTION PHASE. ELEVATION MARK T.O. 1st FL. SLAB DESCRIPTION SINGLE FLANGE FBCR 404.1.E EL. (or) ELEV. ELEVATION of 4 inches (102 mm)where masonry veneer is used and a minimum of 6 OVERFLOW DRAIN inches (152 mm)elsewhere." ELEC. ELECTRICAL 10. ALL CEILING DROPS AND SOFFITS SHOWN ARE CONCEPTUAL. SEE INTERIOR DESIGN PACKAGE FOR DETAILS. 6" ROOF DRAIN PRIMARY DRAIN R. RISER "Foam plastic insulation shall be permitted below grade on fpundation walls in EMER EMERGENCY 11. ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER. STEP: SEE PLAN ` R.D. ROOF DRAIN accordance with one of the following conditions: ENCL. ENCLOSURE RE: REFER TO ... 12. CONTRACTOR/BUILDER SHALL VERIFY ALL DIMENSIONS, DETAILS AND CONDITIONS SHOWN ON DRAWINGS AT THE JOB N 0 4.1. When in addition to the requirements of R 318.1, an approved method of protecting EQ. EQUAL SITE AND SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH O1 REVISION NUMBER O 0 FBCR 404.1.2.3.5 Item 4 the foam plastic and structure from subterranean termite damage is provided. REFR. REFRIGERATOR WATER HEATER p g p EQUIP. EQUIPMENT THE JOB. L L 00-00-00�DATE TANKLESS 4.2. The structural members of walls,floors, ceilings and roofs are of noncombustible REINF. REINFORCED LL TANK SYSTEM J SYSTEM materials or pressure-preservative-treated wood. E.W. EACH WAY 13. CONTRACTOR MUST COMPLY WITH RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL �-REVISION CLOUD 4.3. On the interior side of basement walls." REQ'D. REQUIRED c� = LL E.W.C. ELECTRIC WATER COOLER CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES REVISION "CLEANING: Cells and cavities in masonry units and air gaps between brick, stone or RM ROOM AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION,AND THE FILING OF W 'a Q REFRIGERATOR/ 7 masonry veneers and the structure shall be cleaned of all non-preservative treated or EXP. EXPANSION ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER PER = LLI J FREEZER non-natural) durable wood or other cellulose-containin material rior to concrete R.O. ROUGH OPENING CONTRACT. O m O W KEY NOTE x OR 0 y g p EXT. EXTERIOR O UNDER FBCR 318.3 placement. W U COUNTER Exception: Inorganic material manufactured for closing cells in foundation concrete 14. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES EO CL .v Q masonry unit construction or clean earth fill placed in concrete masonry units voids S SOUTH OF THE TRADES INVOLVED,AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES L Z3 11 F.A. FIRE ALARM J below slab level before termite treatment is performed." S.C. SOLID CORE OR ORDINANCES CONCERNING THE USE OF UNION LABOR. pp RANGE OVEN F.D. FLOOR DRAIN U v Z "CONCRETE BEARING LEDGE: Brick, stone or other veneer shall be supported by a SCHED. SCHEDULE 15. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES WORKING SIMULTANEOUSLY OR Q O concrete bearing ledge at least equal to the total thickness of the brick, stone or other F.D.C. FIRE DEPARTMENT CONNECTION FOLLOWING THEM. J ADA SYMBOL SECT. SECTION ; veneer, which is poured integrally with the concrete foundation. No supplemental FDN. FOUNDATION DOUBLE OVEN concrete foundation pours which will create a hidden cold joint shall be used without S.F. SQUARE FOOT 16. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS Q supplemental treatment in the foundation unless there is an approved physical barrier. An F.E. FIRE EXTINGUISHER JURISDICTION. approved physical barrier shall also be installed from below the wall sill late or first block SHT. SHEET PP p Y p F.E.C. FIRE EXTINGUISHER CABINET ADA CLEARANCE DISH course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a SIM. SIMILAR 17. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPER ALIGNMENT. SPACE FBCR 318.4 F.F. FINISH FLOOR WASHER termite protective treatment must be applied to the cavity created between the veneer SPEC. SPECIFICATION and the foundation, in lieu of a physical barrier. F.H.C. FIRE HOSE CABINET 18. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT AS SPECIFIED, UNLESS 12 Exception: Veneer supported by a shelf angle or lintel secured to the foundation sidewall SQ. SQUARE OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S in accordance with ACI 530/ASCE 5/TMS 402, provided at least a 6-inch (152 mm)clear FIN. FINISH RECOMMENDATIONS AND INSTRUCTIONS. X WASHER inspection space of the foundation sidewall exterior exist between the veneer and the top S.S. STAINLESS STEEL ROOF SLOPE F.L. FLOW LINE 19. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS of any soil, sod, mulch or other organic landscaping component, deck, apron, porch, walk S.S.D. SEE STRUCTURAL DRAWINGS or any other work immediately adjacent to or adjoining the structure." FLR. FLOOR "EQUAL TO" OR"APPROVED EQUAL"ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION STAGG. STAGGERED SUBMITTED BY THE CONTRACTOR. OR DRYER o "The under-floor grade shall be cleaned of all vegetation and organic material.All wood FND. FOUNDATION STD. STANDARD 20. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE 1 YEAR FBCR 408.5 forms used for placing concrete shall be removed before a building is occupied or used FLUOR. FLUORESCENT ( ) for any purpose. All construction materials shall be removed before a building is occupied STIFF STIFFENER FROM APPROVAL FOR FINAL PAYMENT. _ or used for an purpose." F.O.B. FACE OF BRICK STACKED WASHER y p p STL STEEL 21. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK. - OR & DRYER F.O.C. FACE OF CONCRETE Z The foundation and the area encompassed within 1 foot(305 mm)therein shall have all SUSP SUSPENDED vegetation, stumps, dead roots, cardboard, trash, and foreign material removed and the F.S. FULL SIZE 22. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; FOLD DN. IRON fill material shall be free of vegetation and foreign material. The fill shall be compacted to STRUC. STRUCTURAL PREMISES TO BE SWEPT CLEAN WEEKLY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, NORTH ARROW NORTH BOARD : > assure adequate support of the foundation. FT. FOOT(or) FEET LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN. FBCR 317&318 Refer to"Protection against decay and termites" FTG. FOOTING TR TREAD 23. DO NOT SCALE DRAWINGS- DIMENSIONS GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. FURR. FURRING MATERIAL LEGEND WALL TYPE LEGEND T& B TOP AND BOTTOM 24. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF FLOORING OR CARPETING. TER. TERRAZZO PLAN/SECTION GA. GAUGE 25. TO INSURE PROPER AND ADEQUATE BLOCKING,ALL BLOCKING FOR MILLWORK WILL BE THE RESPONSIBILITY OF THE 00 T&G TONGUE AND GROOVE �" O GALV. GALVANIZED CABINET CONTRACTOR. EXTERIOR CMU WALL: THK. THICK O EARTH FILL WOOD BLOCKING ALL EXTERIOR WALLS ARE FIRE RATED. TYP• WALL TYPES G.C. GENERAL CONTRACTOR 26. UPON COMPLETION OF WORK THE CONTRACTOR SHALL WALK THROUGH WITH OWNER/ARCHITECT AND COMPILE A z 01 NOTES: T/(or)T.O. TOP OF "PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE Q 01. INDICATES STEEL REINFORCING IN SOLID NOTE: FOIL FACED INSUL BOARD MAY NOT BE USED. GL. GLASS I` GROUTED CELL,SEE STRUCTURAL DWG. TYP. TYPICAL CONTINGENT UPON THE COMPLETION OF THESE ITEMS. p ROCK FINISHED WOOD INTERIOR NON-PERMEABLE WALL COVERINGS GR. GRADE W O w hiiiiiiiiiiiiiiiiiiiiiiiFIRE RATED CMU WALL: SHALL NOT BE USED ON AN EXTERIOR WALL PLANE o U w N GYP. GYPSUM 27. CONTRACTOR SHALL FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AT ALL TIMES WHEN INSTALLING ANY PLYWOOD- U.N.O. UNLESS NOTED OTHERWISE CONSTRUCTION MATERIAL, FIXTURE OR APPLIANCE, ETC. IN THE CASE WHERE THE MANUFACTURER'S WRITTEN � w p GRANULAR FILL LARGE SCALE GYP.BD. GYPSUM BOARD INSTRUCTIONS ARE NOT AVAILABLE CONTACT THE ARCHITECT BEFORE PROCEEDING WITH INSTALLATION. EXTERIOR EXTERIOR U.O.N. UNLESS OTHERWISE NOTED C.I.P. CONCRETE WALL: LIGHTWEIGHT 1/2"GYP CORE FILL FOAM 28. AT ALL MOMENTS BEFORE CONSTRUCTIONS END. THIS SET OF BOUND PAGES IS TO BE CONSIDERED BY THE METAL- . BD. W/ CONCRETE LARGE SCALE LATEX PAINT OR INSULATION H.B. HOSE BIB CONTRACTOR,ALL SUBCONTRACTORS AND ALL PARTIES INVOLVED IN THE CONSTRUCTION AS A WORKING SET. m SEMI-PERMEABLE VCT VINYL COMPOSITION TILE E CXX)� INSULATED WALL: ____ 1/2" GYP. BD. W/LATEX PAINT H.C. HOLLOW CORE 29. EMERGENCY ESCAPES AND RESCUE OPENINGS ARE PROVIDED PER FBCR 6TH EDITION (2017)SECTION R310. e 0 STRUCTURAL ® METAL- ° WALL FINISH ____ OR SEMI-PERMEABLE WALL VER VERIFY ° CONCRETE SMALL SCALE FINISH H/C HANDICAPPED s E _= RIGID INSULATION =___ VERT. VERTICAL 30. ALL WATERPROOFING, MOISTURE BARRIER, SHOULD BE APPLIED PER MANUFACTURE'S WRITTEN INSTRUCTIONS. HDWD. HARDWOOD (SEMI-PERMEABLE Q GYP. BD./ El C.I.P. CONCRETE COLUMN: °: ____ ) PT MIN R-6 IN V.I.F. VERIFY IN FIELD MOLD PREVENTION: FURRING STRIPS. FOIL _ (SEMI-PERMEABLE) BTWN 2x PT HDWE. HARDWARE o BRICK PLASTER BD. ____ FACED INSUL. BOARD MAY °;-° FURRING STRIPS. FOIL FACED V.T.E. VENT TO EXTERIOR NOT BE USED. ____ H.M. HOLLOW METAL THE FOLLOWING CONSTRUCTION TECHNIQUES ARE RECOMMENDED TO REDUCE THE GROWTH OF MOLD IN BUILDINGS. °° INSUL. BOARD MAY NOT BE USED. CONCRETE LOOSE FILL/BATT INTERIOR PARTITION: ____ POURED CONCRETE HR. HOUR NOTE: MOLD WILL ALWAYS EXIST AND THESE RECOMMENDATIONS WILL NOT ELIMINATE THE PRESENCE OF BOTH ACTIVE BLOCK INSULATION COLUMN 8" CMU - REINF.AS W WEST OR DORMANT MOLD SPORES. IMPLEMENTATION OF THESE RECOMMENDATIONS MAY REDUCE THE SOURCE OF ° ° LATEX PAINT AS A VAPOR =___ SHOWN ON SECTIONS HT. HEIGHT W/ WITH ENVIRONMENTAL CONDITIONS THAT ENCOURAGES THE GROWTH AND SPREAD OF MOLD SPORES. n o BOARD/RIGID INTERIOR PARTITION, LOAD BEARING: ° ____ BARRIER(APPLIED)SEE WALL AND ON STRUCT. DWGS. HVAC HEATING,VENTILATION,AND AIR t a 3 INSULATION SECTION FOR EXTERIOR °;-° PAINT AS A VAPOR BARRIER CONDITIONING W.C. WATER CLOSET 1. ALL BUILDING MATERIALS ARE TO BE KEPT DRY BOTH DURING ON SITE STORAGE AND AFTER INSTALLATION. ALL ° FINISH (STUCCO) ____ M ° m (APPLIED)SEE WALL SECTION WD. WOOD IN-PLACE FRAMING SHOULD BE "EFFECTIVELY DRIED-IN"AS SOON AS POSSIBLE AFTER ERECTION. RATED CHASE/SHAFT WALL: POURED CONCRETE STANDARD 8" FOR EXTERIOR FINISH (STUCCO) m1 "CALL SUNSHINE STATE" COLUMN MASONRY WALL W/O WITHOUT 2. ANY AND ALL BUILDING MATERIALS THAT HAVE ACTIVE/VISIBLE MOLD GROWTH WILL BE REMOVED FROM THE CONSTRUCTION SITE AND REPLACED WITH NEW MATERIAL. W 1-800-432-4770 TOLL-FREE SEE PLAN FOR THICKNESS ID FL STATUE 553.851 (1979) REQUIRES MIN. OF 2 ® OR ® WOOD COLUMN AND LOCATION ID FIRE RATING NOTES: 3. ALL EXTERIOR DOOR AND WINDOW OPENINGS ARE TO BE INSPECTED FOR MOISTURE PROTECTION AND PENETRATIONS � s N T DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU FBCR 302.5 OPENING/PENETRATION PROTECTION. PRIOR TO"CLOSING UP"THE STRUCTURE. EXTERIOR EXTERIOR FBCR 302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING m EXCAVATE. STEEL COLUMN PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 4. ALL FLASHING CONDITIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING,ARE TO BE INSPECTED FOR MOISTURE = N ° ALL EXCESS FILL MATERIAL / EXCAVATED DIRT 1/2" GYP. BD. WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL PROTECTION AND PENETRATIONS PRIOR TO"CLOSING-UP"THE STRUCTURE: ROOF FLASHING, EAVES, KNEE WALLS, Q TO BE HAULED OFFSITE DOORS NOT LESS THAN 1 3/8 INCHES (35 MM)THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF CLOSING DOOR AND WINDOW HEAD, JAMB,AND SILL FLASHING, BALCONY DECKS AND DRAINS, PLUMBING AND MECHANICAL VENT "s 2X6 STUDS 1/2" GYP. BD. DEVICE. STACKS, PITCH PANS, THROUGH FLASHING, PARAPET WALLS,AND CHIMNEY FLASHING. 0 . 2 FIRE RATING NOTES. @ 16" O.C. FBCR 302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGSm o SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM O NO. 26 GAGE (0.48 MM)SHEET 5. REFER TO THE ARCHITECTURAL ROOF PLAN, WALL SECTIONS AND DETAILS FOR FLASHING AND DRY-IN CONSTRUCTION 3 r N A FIRE RESISTANT CONSTRUCTION PER FBCR 302 2X4 STUDS @ 16" SHEET NO R-19 BATT. STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND DETAILS.O.C. SHALL HAVE NO OPENINGS INTO THE GARAGE. �� INSUL. t OB PER FBC 721.3 SEE CV1.2 COMPRESSED FBCR 302.5.3 OTHER PENETRATIONS.PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE 6. IT IS FURTHER RECOMMENDED NOT TO USE ANY TYPE OF NON-PERMEABLE WALL FINISHES OR VINYL WALL PAPER ON °.N ❑ - VALUE R-17 R-13 BATT. INSUL. PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. ANY WALL SURFACE THAT ABUTS AN EXTERIOR WALL OR NON-CONDITIONED SPACE. THIS ALSO INCLUDES WAXED OFBCR 302.5: DWELLING OPENING/PENETRATION AND/OR PAINTED FINISHES THAT IMPEDE OR STOP THE FLOW OF MOISTURE THROUGH A WALL ASSEMBLY. m 302.6: FIRE SERARATIOIN VAPOR BARRIER FBCR302.6 DWELLING/GARAGE FIRE SEPARATION. PER FBCR TABLE R302.6 Q 302.7 : UNDER STAIR PROTECTION VAPOR BARRIER FROM THE RESIDENCE AND ATTICS- NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. 7. AFTER FRAMING INSPECTION ALL EXPOSED INTERIOR BUILDING COMPONENTS WITH VISIBLE MOLD ARE TO BE CLEANED ° (APPLIED)SEE APPLIED SEE WALL s N ° ° D SEE CV1.2 WALL SECTION SECTION)FOR FROM ALL HABITABLE ROOMS ABOVE THE GARAGE- NOT LESS THAN 5/8"TYPE X GYPSUM BOARD OR EQUIVALENT WITH "MICROSHIELD 2 STEP SYSTEM" OR AN APPROVED MOLD PREVENTION SYSTEM OF EQUAL OR BETTER GRADE TO not valid without REMOVE ALL APPEARANCES OF MOLD. BEFORE APPLYING CLEAN UP ALL RESIDUAL CONSTRUCTION DEBRIS. ° FOR EXTERIOR EXTERIOR FINISH original or electronic W.m FOR 8"CMU WALLS BETWEEN A GARAGE AND A RESIDENCE PROVIDE AN ASSEMBLY WITH THE MIN EQUIVALENT FIRE SPRAY-APPLY ENVIRONMENTALLY SAFE ANTIMICROBIAL/CHEMICAL AGENT TO ALL EXPOSED INTERIOR BUILDING a-E FINISH 0 signature&seal N ° SEPARATION PER FBCR TABLE R302.6. ASSEMBLY MUST CONFORM WITH THE FIRE RATING AND STANDARDS OF THE FBC COMPONENTS- ONTRACTOR TO RECEIVE WARRANTY CERTIFICATE FOR PROTECTION AGAINST FUTURE MOLD GROWTH INVESTIGATE BEFORE YOU EXCAVATE AND NFPA. SEE FBC 722.3 FOR ESTABLISHING CALCULATED FIRE RESISTANCE RATINGS OF CONCRETE MASONRY. OF FUNGI AND MI ROORGANISMS FOR A MINIMAL 15 YEARS. COORD. WITH ARCHITECT FOR FINAL PRODUCT APPROVAL. STANDARD 2X6 STANDARD 2X4 STUD WALL STUD WALL FBC R302.7 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS 0 , PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. N 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg.AR 000813E within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies N N O� 0 E BUILDING AREA CALCULATIONS 2019-11-12 00 N p N C 0 N C CONDITIONED AREA NON-CONDITIONED AREA _ m ° c a E m � a� N FIRST FLOOR N�� C C O MAIN HOUSE 1787 w N �/ U - K9 C`� N N a C a C O GARAGE 452 d a c OUTDOOR LIVING 205 s N c 0 ENTRY 64 c N E C O_� E E 3 L PATIO SLAB 93 w w E — Q o INDICATES 1st Y FLOOR LINE I o II Na > SECOND FLOOR o o I ` >a I , I MAIN HOUSE 800 I I AREA SUBTOTALS 2587 814 �+ p TOTAL CONSTRUCTED AREA 3401 SF N U Outdoor Master I Living 14'_10X ., , " -o I 14'-8"x 14'-0" di I (D � N H I I - - - - - - - - - - - - - - - - - - - - - - - - — — � ,� INDICATES 1st I FLOOR LINE I CLOSET vJ I Patio ;F;/ I }, N o I 0 I iX\ — 12'-8"x 7'-4" I Dining WIC II w�m 13'-4"x 11III'-2II " IIII I II I I oo I I 5'-41'"0x1'-080''-"-01 Bdrm 2 Master Bath 11 -10"x 1 V-0" Family 11'-10"x 11'-6" 0 , T 17' 0"x 15'-8" O °0 I CI`) OPEN F C)TO SHWR. EE: BELOW th 2 10'-0., L=1 8'-0"x 54" o Kitchen Lndry 12'-2"x 17'-10" L U H I I PANTRY I I -------- 1 I I I I I UP fD— - V.T.E. = LL I I I I w \�.�/ I I I I D Q 0 I I I I �------j � I I I I ��---�-- w c — Co 0 D I I I IIX = N Uwat i w U 0 10' COAT E CL �0 0 Jim - "x 5'-4" I I I I I I CLOSET I I } O Loft — — / I I I I I I m J CMU WALL I I L J—1—I I CMU WALL Q O (n 10'-4"x 17'-10" 11 TF7 11 11111 ; Q I Bat 4 11 10'-0" a r G a ra e Bdrm 3 I 9'-4"x 6'-0" WIC 10'-0" D 20'-8"x 20'-0" 11'-10"x 10'-4" SHOWE o o — Foyer cn z 4'-8"x 8'-6" w J , U � — — — — — 6'-4"x 17'-8" O D D Iz ° II - - - I I Ti OPEN TO ENTRY I o� tudy BELOW I 10'-0" Entry I I n13' 4"x11'-10" - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — INDICATES 1st t® T-4"x 5'-8" FLOOR LINE —— 0 I --� o I I ' Q x z L - - - - - - - - - - - - - - - - - - J ti Q INDICATES 1stLu o FLOOR LINE a, Z O C C N C C f0 O 421_811 i E E c E C o0 N T N C t0 C N - d a ,0 O._ O 3 C `o 0 a N N � C U t0 2 SECOND FLOOR PLAN FIRST FLOOR PLAN E o N t 3 OPTION #1 SCALE: 1/4" = 1'-0" OPTION#1 SCALE: 1/4"= 1'-0" r o a C T t0 � O N C N C t0 � N a m C � (0� N O C N T O.N N N N L p C ~ N 0 C � t0 ,_ O N N H U t6 - C � N 1 . 0 L O m SHEET NO 00 o.'o c L C O N aN N = a SZ W. I' N O O. N 4-7 L N not valid without z .__ original or electronic O signature&seal Ta 2 O N N d x w X j N T O �L_ O � L ; o� Accuracy Statement This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Mark P. Nasrallah Fla. Reg. AR 0rallah within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies . N O� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLOOR PLAN TYPICAL NOTES: U_ E N p N 1 GENERAL: O N. Ca A7 1 I VERIFY FINISH FLOOR ELEVATIONS W/LANDSCAPE, GRADING, AND DRAINAGE PLANS. N ��L 42'-8" 42'-8" ALL EXTERIOR WINDOWS & DOORS ARE DIMENSIONED TO CENTER LINE U.N.O. N 0 3 W O O N 12'-8" 14'-8" 164" 12'-8" 14'-8" 116 4" o ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL o PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE OF A 4" L. o 1'-4" 13'-4" 3'-4" 4'-4" 1 4'-4" 3'-4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. FINAL MATERIAL, Q DESIGN,AND FINISH WITH ID/OWNER. HANDRAILS AND GUARDS MUST COMPLY WITH t 1 I THE REQUIREMENTS OF THE FBC R311.7.8 HANDRAILS (STAIRS), R311.8.3 HANDRAILS N E N r2kNh, 2 c E A3.2 I A3.2 I (RAMPS), R312 GUARDS. w � �Y� E m o� 3060 CSMT 30 0 CSMT 3060 CSMT PROVIDE METAL THRESHOLD (MT)AT DOORS LEADING TO THE GARAGE, ELEVATOR F E - - - - - - r INDICATES 1st L =. I I DOOR AND ALL EXTERIOR DOORS, TYP. U.N.O. Q = a= o .o FLOOR LINE I - 1 0 m a COORDINATE ATTIC ACCESS LOCATIONS W/FINAL TRUSS LAYOUT I oho I I SEE STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL, COLUMN AND FILLED = ' r I I I CELL LOCATIONS. U > N C I EXTEND SLAB EDGE @ DOORS 1%"TYP. BEYOND STEM WALL I I I I I I I ALL INTERIOR FACE OF DOOR JAMBS TO BE A MINIMUM OF 6" OFF ADJOINING WALL 1 i I 1 FOR TRIM, CORD .W/ ID/OWNER, TYPICAL. U.N.O Q H N O I I I I Outdoor Master o PROVIDE A 6"WALL AT ALL W.C. &VENT AT ALL WASHER& DRYER LOCATIONS. V.T.E _ CLOTHES DRYER SHOULD COMPLY WITH FBCR M1501 I a �� Living 10'-0" I o H `� I I 0o 0 Z I 10'-0" VERIFY ELECTRIC AND A/C CHASE LOCATIONS W/ELECTRICAL AND MECHANICAL L (z N co I CONTRACTOR. COORD. W/CABINETRY PACKAGE. r n pp 1N V I I N I I I VERIFY APPLIANCES W/CABINETRY PACKAGE. 1 I I 1 FOR WALLS THAT ABUT NON-CONDITIONED SPACE USE "DENSARMOR" T-2" 5'-6" T- '4 I I 6" 7'-2" " 3'-4" T-0"" "10" 4'-10" I ca O I I I I 1'-6 � FOR WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE L � I I F5 to "DENSARMOR PLUS" 00 N 1 i I 1 3080 TOP OF FOR WALLS AND CEILING AT A TUB/SHOWER USE CEMENT BOARD SHEATHING E O — — — — — — — — — — — — — — — — — — J 9080 SGD ��O OPN'G I W/TILE FINISH AS SELECTED BY OWNER. }, i r 1 INDICATES 1st I@ 9_0 U W O FLOOR LINE I I CLOSET M5 ��o I FLOOR PLAN KEY NOTES: I I a o -- A: APPLIANCES N (\ a - NI �X� I Al WASHER 4_0 OWN 13'-4" 2g'-4" �� Patio O Z 0 _ A2 DRYER-VENT TO EXTERIOR — G3 I U I `" —— A3 REFRIG./FREEZER-SEE ID/OWNER APPLIANCE PACKAGE-VERIFY ELEC. REQ. WITH i� 3'-8" 3'-6" T-6" I 1 4' 5'-2" 4'-0" 4'-0" 2'-6" U S X Dining 5'-4" 3'-6" WIC I SELECTION, COORD. WITH CABINETRY CONSULTANT h 2X8 WOOD 2X6 WOOD - C0 I 10'-0" I w q a, A4 48"TO 60"GAS STOVE/OVEN - FINAL SIZE TBD-w/HOOD AND EXHAUST FAN,V.T.E. U FRAME FRAME I O (D o i� I COORD. EXHAUST FAN OPENING THROUGH MASONRY WALL. VERIFY FINAL OPENING 3060 FG 3060 FG 3060 FG I I 2020 FG 2020 FG 2020 FG M - 9080 SGD 1 2880 O p HEIGHT AND DIAMETER WITH HOOD AND EXHAUST FAN SPECS. INSTALL PER MFR'S WRITTEN INSTRUCTIONS.T060" GAS S OVE/OVEON W HOOD V.T.ER KITCHEN HOOD FLUE VENT, 2" MIN. L=1 2X8 WALL 2X8 WOOD a INDICATES 2nd - 2680 PKT CMU FRAME _ I o J I CLEARANCE TO COMBUSTIBLES, SEE MFR.'S WRITTEN INSTRUCTIONS. N FLOOR LINE 3 o iv A5 DISHWASHER-COORD.WITH CABINETRY CONSULTANT&OWNER FOR FINAL J I I o I I LOCATION. -SEE PLUMBING NOTES, SEE ELECTRICAL KEY NOTES. 1 00o Q 7 _ `� A6 UNDER COUNTER REFRIGERATOR-SEE ID/OWNER APPLIANCE PACKAGE-VERIFY 0 21'-2" 'v 2'-6" 2' 8" 6'-6" 5'- C� ELEC. REQ. WITH SELECTION, COORD. WITH CABINETRY CONSULTANT D N Bdrm 2 2 o I Master I A7 STACK OVEN-COORD.WITH OWNER/CABINETRY CONSULTANT FOR SINGLE OR 1 10'-0" rn I E1 Bath oo DOUBLE OVEN. o O w � TUB o A8 GAS GRILL (SIZE TBD)- PROVIDE EXHAUST HOOD.V.T.E. COORD. WITH ID/OWNER& a - P1 10'-0" o CABINETRY CONSULTANT. En I o I Family I O O o 2 00 A9 UNDER COUNTER ICE MAKER(SIZE TBD) U I CIO 22'-0" I z J 0 B8 \ A7.1 A10 CENTRAL VACUUM SYSTEM -COORD. WITH OWNER&CONTRACTOR. N U I in OO in 4 C) Ve — O B1 B: BATH/SHOWER 3'-6" 6'-5" 1' 10" 14'-7" 3'-2" 3' 6" 8'-4" 0 0 2 0 o I `' I 0 B2 oP o NOTE: SEE ALSO, PLUMBING BELOW. 00 PROVIDE CEMENT BOARD SHEATHING AND HYDRO BAN WATERPROOFING AT ALL A7.1 b b B3 b OPEN I I A5 I 5'-8" N M 6'-0" SHWR. TUB/SHOWER AND WET AREAS W/TILE FINISH @ WALLS AND CEILING. COORD. FINISH 0o TO - in � I W/ID/OWNER. N 1 ao 2680 th 2 � 1 r B1 COORD. FINAL SHOWER HEAD LOCATION, TYPE AND QUANTITY WITH ID/OWNER. BELOW O N wll I 2880 I ALSO, COORD. LOCATION AND SIZE OF ANY WALL NICHE, TOWEL BAR, OR SHELF. w I M2 I I 10'-0" _ C� U 13'-7" 6'-7" 6" 5'-2" 3'-4" 3'-8" 8-2" co V.I.F. W/OWNER. CD `� °° o o C Kitchen o o � ir> = N o c _ Lnd ry V, I B2 RECESS SHOWER SLAB 6"AT FIRST FLOOR U.N.O. ROLL-IN SHOWER SLOPE TO `'� 0 0 `'� 22'-0" 0 FLOOR DRAIN. OR PROVIDE 4" HIGH CURB,VIF WITH ID/OWNER. 00 1. co ���0 P3 `° 10'-0" `' B3 PROVIDE TEMP. GL. DOOR/ENCLOSURE. �� H 0 0 I INDICATTINE S nd I B4 SOFFIT AT 8'-0". VERIFY HEIGHT WITH ID/OWNER. o L 0 G5 I I I G5 O 24gp - N ! I I I I I G5 FLOOR — c� PANTRY co 0 l }� J 0 B5 PROVIDE RAISED TUB-DECK W/ACCESS AND VENTILATION TO SPA MOTOR PER , o 0 0 M I I I I UP o N OND a s -_ V.T.E. MFR.'S WRITTEN INSTRUCTIONS. COORD. W/ ID PACKAGE/OWNER. - J M5 w 2 (y' 1 - 2X6 WALL 2X6 ALL B6 SEAT = U A4.1 O I O o 0,` A4.1 I I I I ____1 =_ —_ F1 I B7 40" HIGH KNEEWALL WITH TEMP. GLASS ENCLOSURE ABOVE. �_ C Q 2:, 0 w I— a I I ——— O O F� I� �I �� F2 B8 PROVIDE SHOWER VALVE ACCESS PANEL. COORD. WITH ID/OWNER. = w 0 NOTE: 1 O � wo v M1 I I x I M2B I i P4 m O W 0 D G5 ~ ath 3 in 0 I I I I L� IL_ JI /__J F6 �' 10'-0" I ——— E: ELECTRICAL 2 0 WDW. SILL I „I I m N � I I I � �� 80'ABV. O 1'-10" 2'-8" 3'-1 0" /��l COAT in @ - 1 i I I_ 11 1 I l0 1 iv 2680 F4 E1 ALLOW FOR ELEC. CHASE TO KITCHEN ISLAND. SEE ELECTRICAL NOTES ON O L U Q LANDING O r - I I� I (I I I_- CLOSET I I p I � > r2 O� "' `b ELECTRICAL SHEETS. J 'v IT � Loft - — — Ln ;; I I I- I I I I � � O m 71 2680 PK I �'✓ CMU WALL I I I I I I I CMU WALL _ I U z (n RIM, L11F: FIRE RATING/FIRE SAFETY Q INEN O F1 FBC R302.5 OPENING PROTECTION. SEE FIRE RATING NOTES.2060 FG CMU WALL o 9'-2" 3'-0" I T-0" 2'-8" 4'-0" 6'-4" 1 °° 10'-8" 10'-0" I > F2 FBC R302.6 SEPARATION REQUIRED. SEE FIRE RATING NOTES. N w I Bat 42880 O CD o o I r F3 CMU WALL. PROVIDE MIN. EQUIVALENT FIRE SEPARATION PER FBCR TABLE R302.6. Q 3'-0" 11'-0" N 10'-4" 5' 0" 12'-2" N --' 10'-0" I I N O 5- �I I co Q 2-Car Garage I� SEE FIRE PROOFING NOTES. 0 F4 FBC R302.7 UNDER STAIR PROTECTION. SEE FIRE RATING NOTES. I I Bdrm 3 o 1 10'-0" N F5 ESCAPE AND RESCUE OPENING. MUST MEET REQUIREMENTS OF FBCR 310. I o WIC 10'-0" Q I B3 N I F6 SEE FIRE RATING NOTES ON Ao.2 I O I M 10'-0" SHOWE m N o o — J Foy4r I w z Q � O g a Q 10'-0" 0- G: GENERAL ~ a0 0 < I U G3 N o00 o i� G1 WALL NICHE. V.I.F. W/OWNER U O `� w I — co N X z I G2 BUILT-IN UNIT I z_ � 1 I (2)2680 "' N I w A. ENTERTAINMENT CENTER I 2680 2x6 WOOD MI O0- B. BUILT-IN UNIT ENCASES WINDOW. CMU WALL FRAME ;V 0 0 W/188 SL i C. PARTITION — — — — — — — — — I G3 ROD AND SHELF. COORD. WITH OWNER/ ID. U — — G4 GLAZING IN HAZARDOUS LOCATIONS (FBC R308.4)TO BE SAFETY GLAZING (FBC 3060 C T 3060 CSMT 060 CSMT 3060 CSMT o 4'-8" 5'-0" 3'-8" 3'-0" 3'- " INDICATES 2nd O 0 FLOOR LINE R308.3.1) 1 F5 F5 I co LT0 1 G5 GUARD AND DECORATIVE HANDRAILING SYSTEM 36"AFF w/ 1-1/2" DIA. TOP HANDRAIL. O I O 4 I I SEE FLOOR PLAN TYPICAL NOTES. FINAL MATERIAL, DESIGN, AND FINISH WITH J J J J 1 I Stud 1 I OWNER/ID. M OPEN TO ENJTRY M i Y o I G6 HANDRAIL. 1 %2" DIA. HANDRAIL 36"AFF. BELOW I Entry G7 SCREEN DOOR. 3'-0"X 6'-8" V.I.F. 0? I 1 — — — — — — — — — 1— — — — — — — — — — — — — — N 22'-0" 1 9080 OHGD 9080 OHGD G8 RETRACTABLE SCREEN. SEE DETAILS. INDICATES 1st I o w W G9 POWDER COATED ALUMINUM FENCE AND GATE. PAIR 2'-6"X 5'-0". VERIFY WITH FLOOR LINE I _I� - OWNER. T-0" T-0" 3 0 Z_ 3 G10 COURTYARD WALL. SEE SITE DRAWINGS. SEE STRUCTURAL DRAWINGS. ZY) G11 CONTROL JOINT �" 00 C) G5 I I M: MECHANICAL Q z M1 A/C COMPRESSOR. COORD.W/MECH. CONTRACTOR z U g I I M2 AIR HANDLING UNIT. COORD. W/MECH. CONTRACTOR. SEE HVAC GENERAL NOTES }� Q INDICATES 1st ON SHEET MEP 0.1. o FLOOR LINE A. HORIZONTAL UNIT IN ATTIC/SOFFIT 2060 FG 2060 FG 2060 FG I w Z L „ M3 POOL o w d CV B HORIZONTAL UNIT SUSPENDED FROM CEILING U POOL EQUIPMENT COORD WITH POO o 1 -4 4-8 1 -4 3-6 2'-2" 5-0 5-0 5-8 3'-4" 4'-0" 4'-0" 3-4 8 4-8 1 -4 1'-0' 9'-0" -0' 9'-0" V-4" �1 w ti z U AllM4 MECHANICAL DUCT CHASE. 14'-0" T-4" 21'-4" I 14'-8" 6'-8" 21'-4" M5 ATTIC ACCESS Q a Q A. 22"X 54"w/PULL DOWN STAIR o B. 30"x 54"w/PULL DOWN STAIR E 42'-8" 5'-0" 42'-8" 2'-4" M6 MECHANICAL SCREENS: PROVIDE LANDSCAPE SCREEN PER AHJ. W P: PLUMBING E P1 SINK WITH DISPOSAL. COORD. FINAL LOCATION OF MAIN KITCHEN SINK WITH ID/OWNER. °.3 P2 18"SINK = PROPERTY LINE — — — — — — — — — — — — — — P3 LAUNDRY TUB L.0 P4 50 GALLON 'LOW BOY'STYLE WATER HEATER. SUSPEND FROM CEILING. 2 SECOND FLOOR PLAN FIRST FLOOR PLAN P5 HOSE BIB. VLIF. COORD. PROJECTION FROM WALL WITH FINAL WALL FINISH. 3 OPTION #1 SCALE: 1/4"= 1'-0" OPTION #1 SCALE: 1/4"= 1'-0" r o a C T N = t0 N O m� C N _ t0 � N "O t6 C � (0� . 0 _ t0 T RESIDENTIAL FIRE SPRINKLER SYSTEM �� THE GENERAL CONTRACTOR SHALL PROVIDE RESIDENTIAL FIRE 60 = A0 SPRINKLER PROTECTION IN ACCORDANCE WITH FBCR 6th EDITION �� a (2017)SECTION 903.3.1.3 NFPA 13D SPRINKLER SYSTEMS . FIRE ■� PROTECTION SUBCONTRACTOR TO SUPPLY ARCHITECT W/TWO (2) �I COPIES OF SHOP DRAWINGS, HYDROLOGY AND SYSTEM LAYOUT ■� ■ FOR APPROVAL PRIOR TO CONSTRUCTION. N NOTE: DO NOT PAINT SPRINKLER HEADS SHEET NO 0 o m _ L C O N N = a N O N ' O a N4-7 N L � O not valid without m original or electronic signature&seal 7a O 2 O N L d a w X= N T O L L_ OL N N � 0 N L Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies En 0 PROJECT SPECIFIC VENTILATION REQUIREMENT GENERAL ROOF NOTES: BUILDING THERMAL ENVELOPE DIAGRAMS CALCULATIONS: (EXAMPLE FLOOR PLAN FOR REFERENCE ONLY.NOT FOR CONSTRUCTION.) 0 N O y ALL ROOF ASSEMBLIES ARE TO BE INSTALLED IN ACCORDANCE o.N TOTAL VENTILATED ROOF AREA SF X 144 = TOTAL BOUNDARY OF a 12 WITH THE FLORIDA BUILDING CODE 6TH ADDITION (2017). THERMAL m € O N ROOF AREA SQ. IN. ENVELOPE a `L� VENTILATED ROOF AREA "A" 1. ALL OVERHANGS ARE AS SHOWN ON THE ROOF PLAN. F--------- ---------------------------- ------------------------------------- d ; 0 3 108 SF X 144 SQ.IN./SF = 15,552 SQ.IN. `\ O C L VENTILATED ROOF AREA "B" COVERED PORCH ;;' i o 109 SF X 144 SQ.IN./SF = 15,696 SQ.IN. 2. ROOF PITCH IS 6/12 SLOPE - UNLESS NOTED OTHERWISE. (UNCONDITIONED SPACE) ; n m o VENTILATED ROOF AREA "C" 249 SF X 144 SQ.IN./SF = 35,856 SQ.IN. 3. CONDENSATE LINES AND ROOF DOWNSPOUTS TO DISCHARGE t o MIN. 1 FOOT AWAY FROM EXTERIOR WALL LINE =mL 3 �=o TOTAL VENTILATED ROOF AREA SQ IN / 150 = REQUIRED SQ. IN. OF VENT AREA 4. BUILT-UP ROOFS: SEE "BUILT-UP ROOF SPECIFICATION" THIS E � I d N N P-------- <, Q = "0,\ /�� SHEET. ;>---------- o N o Q I N - oo� �\�j�0 VENTILATED ROOF AREA "A" INTE�IOR �� REQUIRED VENT AREA: 15,552 SQ.IN. / 150 5. SLOPE ALL BALCONIES AND DECKS AS SHOWN MIN. %4" FT. ;'/ (CONDITIO�ED SPACE) t p� <Z> = 104 SQ.IN. / 50% = 52 SQ.IN. OF OFF RIDGE VENT <F�o PROVIDE: (1) 4 VENTS (105 SQ.IN.) = 105 SQ. IN 6. ROOF FLASHING TO MEET THE REQUIREMENTS OF SECTION U 1503.2.1 OF THE FLORIDA BUILDING CODE 2017 (BUILDING) & GARBAGE VENTILATED ROOF AREA "B" SECTION 903.2.1 OF THE FLORIDA BUILDING CODE 2017 (tJNCONgITIONED REQUIRED VENT AREA: 15,696 SQ.IN. / 150 (RESIDENTIAL). SPACE) rn = 105 SQ.IN. / 50% = 53 SQ.IN. OF OFF RIDGE VENT ----------------------------------- \ _1CL PROVIDE: (1) 4' VENTS (105 SQ.IN.) = 105 SQ. IN. m ; ;% ; O I \ INDICATES 1st FLOOR LINE 7. ATTIC VENTILATION : (NOT REQUIRED) SECTION 1203.2 OF THE a H N S \ I I VENTILATED ROOF AREA "C„ FLORIDA BUILDING CODE 2017 (BUILDING) & SECTION 806.1 OF z THE FLORIDA BUILDING CODE 2017 (RESIDENTIAL). BUILDING '`--------------------------" N I REQUIRED VENT AREA: 35,856 SQ.IN. / ID TO RECEIVE OPEN CELL SPRAY INSULATION SYSTEM FLOOR PLAN DIAGRAM O O `� _ = 239 SQ.IN. / 50/o - 120 SQ.IN. OF OFF RIDGE VENT � 1 /,p No ��Q I PROVIDE: (2) 4' VENTS (105 SQ.IN.) = 210 SQ. IN. SCALE:NTs Ur � N K �• I (ICYNENE OR SIMILAR) c 1 6:1 ro� 1 y ��SLOPE I R807.1 ATTIC ACCESS: i VENTILATION REQUIREMENTS: BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING �� ��•� 1 1/300 OF THE AREA OF TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES(762 MM)OR GREATER OVER AN AREA OF BOUNDARY OF THERMALIL THE SPACE VENTILATED, NOT LESS THAN 30 SQUARE FEET(2.8 M—)• ENVE000 LOPE " W LU I VENTED ATTIC SPACE UNVENTED Q j (D I INDICATES OFF-RIDGE VENT. ATTIcsPACE }. I O i VERIFY W/ MANUF. AVAILABLE COVERED U W OIt VENT AREA/LENGTH OF VENT. ROOFING MATERIAL SPECIFICATION: INTERIOR o 1 .O PORCH (CONDITIONED SPACE) (UNCONDITIONED SPACE) O� VENTED ROOF SYSTEM STANDING SEAM METAL ROOF MANUF. COLOR AS SELECTED BY — s OWNER. ps Q i SECTION DIAGRAM B U I 6:12 ,Z� INSULATED ROOF SYSTEM I SLOPE 1. ENGLERT SERIES 1300 1 1/2" ARCHITECTURAL SEAMED PANEL WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE i UNDERSIDE OF THE ROOF DECK I � � 6:12 I ROOF SYSTEM. SEE MANUFACTURES INSTALLATION AND SLOPE 1 UNDERLAYMENT GUIDELINES. I -po I INDICATES 1st FLOOR LINE i \�c� �J BUILDING THERMAL ENVELOPE: \�� I 1 �P THE BUILDING THERMAL ENVELOPE INCLUDING ALL MATERIALS AND METHODS TO 1111$x Fy 1 1 �<6/J• BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE F��il, 1 I 0.0 _9 BUILDING THERMAL ENVELOPE = BUILDING ELEMENTS THAT ENCLOSE 0 I W I CONDITIONED SPACE PROVIDING A BOUNDARY BETWEEN CONDITIONED AND UNCONDITIONED SPACES. THE THERMAL ENVELOPE IS THE PRIMARY INSULATION LAYER OF A BUILDING. 1)THE THERMAL ENVELOPE MUST BE CONTINUOUS BETWEEN CONDITIONED TYPICAL EXTERIOR FRAME AND UNCONDITIONED SPACES AND IT MUST BE AIR-SEALED. THE THERMAL I T ENVELOPE MUST COMPLETELY ENCAPSULATE THE 3 DIMENSIONAL SHAPE OF ------------L— I WALL ASSEMBLY-SEE THE CONDITIONED PORTION(S)OF THE STRUCTURE.ALL PENETRATIONS I — -----f�---f�---f�—� WALL SECTIONS ____ ___ I ___ I MUST BE AIR-SEALED. 2)THE STRUCTURE MUST BE REVIEWED IN PLAN AND IN SECTION TO ENSURE 1 j j l I I 1 1 THAT THE THERMAL ENVELOPE IS CONTINUOUS THROUGHOUT. I 1 11 1 1 I I u I I -SLAB ON GRADE IS A NATURAL THERMAL BARRIER 1 1 1 1 I I -THE WALL ASSEMBLY MUST CREATE A CONTINUOUS AIR-SEALED, 1 I I I THERMAL BARRIER FROM THE FLOOR SYSTEM (SLAB ON GRADE)TO I I I THE CEILING OR ROOF DECK, DEPENDING ON WHICH IS THE NEXT I I EXTERIOR FINISH COMPONENT IN THE THERMAL ENVELOPE SYSTEM. I I SYSTEM. TRIM MOLDING -WHERE BATT INSULATION IS INSTALLED ABOVE THE CEILING, THE I n 1 1 AS REQ'D. OVERLAP CEILING ASSEMBLY MUST BE DESIGNED AS PART OF THE THERMAL j y�A � 1 u �Q I I VERTICAL FLANGE OF ENVELOPE. WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE I 1 7� 1 Z FLASHING MIN. 2" UNDERSIDE OF THE ROOF DECK, THE ROOF ASSEMBLY MUST BE N ti j `90 I 1j a DESIGNED AS PART OF THE THERMAL ENVELOPE. l J iv COUNTERFLASHING -ALL CONNECTIONS BETWEEN FLOOR ASSEMBLY,WALL ASSEMBLY, AND O O o I Z CEILING OR ROOF ASSEMBLIES MUST MAINTAIN THE CONTINUOUS 0 l I I n j g CONTINUOUS SEALANT NATURE OF THE AIR-SEALED, THERMAL ENVELOPE. U) LL - J 1 I I I 3)THE THERMAL ENVELOPE MUST PROVIDE A BOUNDARY BETWEEN ALL C 1 L-----J I SUBFLASHING U 1 j 6:1212 r-----, 1 CONDITIONED AND UNCONDITIONED AREAS. INCLUDING BETWEEN THE Q SLOPE RIDGE ��--------------- I MIN. 1 2'CLEARANCE UNCONDITIONED GARAGE AND THE CONDITIONED PORTIONS OF THE � = W J I I I LJ i t ROOF COVERING SEE ROOF PLAN DWELLING. LIKEWISE BETWEEN UNCONDITIONED COVERED PORCHES/ m O LLI BALCONIES AND CONDITIONED INTERIOR SPACES. ■ W C) U 1X� i Ij Z METAL ROOF SYSTEM 4)WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE UNDERSIDE OF THE EO CL � v Q I 2"VERTICAL WATER BREAK ROOF DECK AS PART OF THE BUILDING THERMAL ENVELOPE, IT MUST ONLY +-' J I I I r I I 6' BE APPLIED WITHIN THE CONDITIONED PORTION OF THE THERMAL ENVELOPE. � O 0000 Q_ �6 I I I I as° DO NOT INSTALL SPRAY FOAM INSULATION OVER UNCONDITIONED SPACES. U Z U) �O 1 1 W 1 1 WHEN THE SAME ROOF STRUCTURE SPANS OVER CONDITIONED AND Q O _ L J I I IL 6�1'2 __ j UNCONDITIONED SPACE, SUCH AS WHERE AN UNCONDITIONED COVERED - SLOPE — __, 1'-6" PORCH IS ADJACENT TO A CONDITIONED LIVING AREA, OR AN Q FLASHING PER UNCONDITIONED GARAGED IS ADJACENT TO A CONDITIONED INTERIOR ROOM, A PARTITION MUST BE CONSTRUCTED IN THE TRUSS SPACE TO 9" MIN SMACNA/FRSA CREATE AN AIR-SEALED, THERMAL BARRIER BETWEEN THE CONDITIONED AND UNCONDITIONED SPACES. SEE ROOF PLAN FOR UNVENTED VS. VENTED jl JP FLASHING PER SMACNA/ ROOF STRUCTURES. II FRSA ROOF STRUCTURE 1 1 PE r, 1 � CONT. ROOF UNDERLAYMENT �P FBC: ENERGY CONSERVATION CODE R303.2.1 INSULATION INSTALLATION. 1 SLOPE , � _ --� I IF J L---- `_____-4 1 EXTEND 12"VERT. MIN. I I r7 � F� L------� r --� I DIRECTLY TO EXTERIOR WALL INSULATION MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THEIR 1 ----- --J I I I RESPECTIVE ASTM STANDARD SPECIFICATION AND SHALL BE INSTALLED IN ---- ----- — I SUBSTRATE r ACCORDANCE WITH THEIR RESPECTIVE ASTM INSTALLATION PRACTICE IN TABLE --- - --- --——— ———— �Q I 1 I I I L__J L--___J I 1 ROOF SHEATHING -SEE R303.2.1 IN SUCH A MANNER AS TO ACHIEVE RATED R-VALUE OF INSULATION. 1 WALL SECTIONS I I 1 1 N w I I I I INSULATION AND R-VALUES SPECIFIED IN THIS PLAN SET ARE DESIGNED FOR cflw I I I 1 COMPLIANCE PER SECTION R405 SIMULATED PERFORMANCE ALTERNATE. THE oI I I I ARCHITECT DOES NOT PERFORM THE SIMULATED ENERGY PERFORMANCE G / 1 CRICKET AS FLASHING a@� ROOF/WALL VALLEY FLASHING ANALYSIS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUB-CONSULT THE P����J. 1 REQ'Dy i i 1 i i 2 3 SIMULATED ENERGY PERFORMANCE ANALYSIS. IF THE CONTRACTOR AND HIS TEAM DETERMINE THAT THE R-VALUES SPECIFIED IN THIS PLAN SET DO NOT x�/"et 1 I I 1 SIDEWALL INTERSECTION SCALE: NTS SEE ROOF PLAN FOR UNDERLAYMENT, SCALE: 1" = 1'-0" ACHIEVE THE REQUIREMENTS OF THE CODE THE CONTRACTOR MUST 4FLASHING MATERIAL AND GUAGES COORDINATE WITH THE ARCHITECT TO MAKE CORRECTIONS TO THE DESIGN � I G I I I U I I AS NEEDED BASED ON THE SIMULATED ENERGY PERFORMANCE ANALYSIS. I II I /� I12 SLOPE LL] I I �� �1��` FBC: ENERGY CONSERVATION O E BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED R 402.4 I EDTO LIMIT LEAKAGE AIR R LEAKAGE FN ACCORDANCE WITH I Of �L-- -- --------�i __u ___ I ALUMINUM GUTTER SYSTEM AS THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5. 00 1 _______L NOTED ON PLANS w/ HANGERS AT 48" ...R402.4.1 BUILDING THERMAL ENVELOPE. THE SEALING METHODS BETWEEN pa �------1 � O I 1 ON CENTER SEAM AND SEAL DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND O i I EXPANSION JOINTS AT MAXIMUM CONTRACTION. a x z 6:12 I \ 12'-0"SPACING R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND Q z /� SLOPE LI / 1 VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING SEVEN AIR ��i��o>a 1 \ CHANGES PER HOUR IN CLIMATE ZONES 1 AND 2 O o 1 OJ� R402.4.1.1 INSTALLATION. SEE TABLE R402.4.1.1 AIR BARRIER AND INSULATION rn Z I-_ C) 1 nl P OO INSTALLATION. o ff w CV 1 INDICATES 1st FLOOR LINE 1 O� R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL HAVE w o 1 Nw — 9�\Fyn, TIGHT-FITTING FLUE DAMPERS OR DOORS, AND OUTDOOR COMBUSTION H C, p Z U �a y d �' mp J /A '!� \ ��,�C AIR. R402.4.3 FENESTRATION AIR LEAKAGE. Q a \ ��\ R402.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES. IN CLIMATE ZONES m o TYPICAL LEAD SKIRTED 3 THROUGH 8... £ PLUMBING STACK. ABOVE CRIMP EDGE OF ALUMINUM DOWNSPO R402.4.5 RECESSED LIGHTING. £ oN \'A FLASHING ON THREE A CONTINUOUS AIR BARRIER MAY BE MADE UP OF MORE THAN ONE TYPE OF E -O,�O, ROOF DECK MIN. 8". SIDES MATERIAL AS LONG AS IT CREATES AN UNBROKEN AIR-SEALED BARRIER BETWEEN INDICATES 1st FLOOR LINE O FORM LEAD SKIRT TO a y �` CONDITIONED SPACE AND UNCONDITIONED SPACE. ID SHAPE OF ROOF TILE �■Il Q� GABLE END L 'Aiy THE FOLLOWING MATERIALS MAY SERVE AS AN AIR BARRIER PROVIDED ALL . / \ �F.c C PER FRSA JOINTS ARE SEALED AND MATERIALS ARE INSTALLED AS AIR BARRIERS IN a ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. EXAMPLE: STUCCO ON THE EXTERIOR SIDE OF A WALL. ° / x1R OO 4" ROUND DOWNSPOUTEXAMPLE: PLYWOOD, MIN %$'THICK ON THE EXTERIOR SIDE OF A WALL. E o G / P �� �'o\,r ��% / AS LOCATED ON PLANS EXAMPLE: MUDDED AND TYPED DRYWALL ON THE INTERIOR SIDE OF A n= P�\��J• p�Qj��. y�L�y'Ai / WALL. a 3 �i !�, p Q- �, ALL JOINTS AND PENETRATIONS MUST BE AIR-SEALED. o m pt��/�t� Q-/�J ��t�6' ROOF COVER THE AIR BARRIER SHOULD BE ALIGNED WITH THE THERMAL ENVELOPE. MPa / P ��\ UNDE ME T CONTRACTOR, INTERIOR DESIGNER, AND OWNER MUST TAKE CARE NOT TO � `L FL CREATE A VAPOR BARRIER AT THE INTERIOR SIDE OF THE WALL ASSEMBLY OR /�P ALUMINUM HANGERS ANYWHERE WITHIN THE INTERIOR OF THE WALL ASSEMBLY IN HOT HUMID W ( rill, MAKE WATERTIGHT SEAL CLIMATES. EXAMPLE: DO NOT USE VINYL WALLPAPER ON EXTERIOR QSm BETWEEN PIPE AND WALLS. m 0 UNDERLAYMENTcri O ROOF PLAN FRAME AND DECK = N g N L SCALE: 1/4" = 1'-0" ` 2 . 1 ,L COORDINATE DOWNSPOUT TERMINATION POINTS WITH O SHEET NO �" GRADING & DRAINAGE m PLANSL C 4 VENT STACK FLASHING GUTTER / DOWNSPOUT 5 N mE N � � T Nj Q N ' O a SEE ROOF PLAN FOR UNDERLAYMENT, SCALE: NITS VERIFY WITH OWNER SCALE: 3/4"= 1'-0" t FLASHING MATERIAL AND GUAGES not valid without 0 original or electronic .m O signature &seal y, O N N N � 5 a O a= ° 3 O . 0 N N 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg.AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies o� SECTION/ELEVATION TYPICAL NOTES: m DRYWALL SPEC: -WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR" " ° N C -WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE"DENSARMOR PLUS" 3� � ROOF NOTE: Nw� -SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTION NOTES ° U.O tLn N N TYPICAL ARCHITECTURAL NOTES: -VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER t. 0 -COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITH .o INTERIOR DESIGNER/OWNERM o w E -ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATION BASED ON TOP OF GRADE. U.N.O. o -ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL L PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE Q OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. o FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND s ; 12 GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017. 12 RF-01 ,)2 Q 6 RF-01 0 o 6 Q 6 SECTION/ELEVATION KEY NOTES: -�� RF-01 RF-01 6 RF: ROOF/EAVE ASSEMBLY U N = RF-01 DREXEL METALS-'5V PROFILE' PANEL ROOF SYSTEM. SEE 6:12 MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-02 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24"O.C. SEE FRAMING — a) PLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20 ROOF BEARING = — — — — — — _ ROOF BEARING — — — — — — — — _ SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHING 7 7 22'-0"ABV. REF. ELEV. 22'4'ABV. REF. ELEV. AND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONED Q N U E7ELEV7T[ EF-02 SPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP.ALL SPRAY H S HEADER HT. HEADER HT.20'-0"ABV. REF 20'-0"ABV. REF. ELEV. ----------- RF-03 STRUCTURAL FASTENER: (S.S.D.) 4 ©; ® RF-04 CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER. (\ EF-02 EF-02 EF-02 EF-02 ALT. FACTORY COATED ALUM. TO MATCH METAL ROOF i (j) O O RF-05 CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON ffnn 2X4 SUB-FASCIA. V X N WL-02 WL-02 RF-06 STUCCO SOFFIT(SEE FC-07). lzt RF-07 STUCCO SOFFIT(SEE FC-07)WITH CONTINUOUS VENT. W L-04 W L-04 W L-02 Q O WL-04 i� RF-08 PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOF O b SYSTEMS. N p c� L 1� •. N RF 01 WL-02RF 01 OP: OPENINGS � •N WL-04 OP-01 WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. p 1 2ND FLOOR — — — — _ 2ND FLOOR i RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 &A 6.2 FOR 4"'12'-0"ABV. REF. ELEV. 12'-0"ABV. REF. ELEV. BUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEE6:12 6:1 RF-016:12 6: 2 FLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS.ROOF BEARING — - ROOF BEARING — — — — — — — _ OP-02 SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILL O 10'-0"ABV. REF. ELEV. EF-02 10'-0"ABV. REF. ELEV. DETAIL77 S. SEE ELEVATIONS FOR LOCATIONS. OP-03 GARAGE DOOR-AS SELECTED BY OWNER. SEE GENERAL DOOR NOTES _ di HEADER HT. _ _ _ _ _ _ _ HEADER HT. _ _ _ _ _ _ _ _ ON SHEET A6.1. 8'-0"ABV. REF. ELEV. 8'-0"ABV. REF. ELEV. OP-04 PROVIDE CONTINUOUS DRIP EDGE AT HEAD. WL-01 WL-01 WL: WALL ASSEMBLY U WL-01 EXTERIOR MASONRY ASSEMBLY: i 8" NOMINAL REINFORCED CMU WALL-S.S.D. WL-01 WL-01 WL-02 EXTERIOR FRAME ASSEMBLY: EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOOD SHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM. PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.) *WHERE STRUCTURAL SPACING @ 16"O.C.(TYP. @ WALLS): USE MIN. 1/2" EXTERIOR GRADE SHEATHING 1ST FL. SLAB _ _ _ 1ST FL. SLAB *WHERE STRUCTURAL SPACING @ 24"O.C.(TYP. @ ROOFS): USE MIN. 5/8" EXTERIOR GRADE SHEATHING 0'-0" REF. ELEV. 0'-0" REF. ELEV. WL-03 EXTERIOR FINISH: CEMENT PLASTER 100'-0"AMSL 100'-0"AMSL NOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, &WEEP OP-01 OP-01 OP-01 OP-03 OP-03 SCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENT INDUSTRY STANDARDS. MASONRY SUBSTRATE: MIN 1/2"CEMENT PLASTER ON CONCRETE MASONRY WALL AND CAST CONCRETE SURFACES. FINISH AS 2 SELECTED BY OWNER. HOLD CEMENT PLASTER 2"ABV. GRADE. TYP. REAR ELEVATION FRONT ELEVATION WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02. WL-04 EXTERIOR FINISH: SIDING 3. 1 SCALE: 1/4" = 1'-0" 3. 1 SCALE: 1/4" = 1'-0" ARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PER MANUFACTURER WRITTEN INSTRUCTIONS. WL-05 INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES. MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T. FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. R4.1 INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB. TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHERE N ADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2"AIR GAP Q� TO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T. 'i JO MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE. ILL WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLD H =1 J DRYWALL 1/2" OFF FLOOR DECKING/SLAB. = IL WL-06 CONT. BOND BEAM. (S.S.D.) (D Q WL-07 C.I.P BEAM - (S.S.D.) = LU J WL-08 HEADER/BEAM (S.S.D.) m WL-09 PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR. W U U WL-10 POURED CONC. BEAM (S.S.D.) E = N I— WL-11 CONTROL JOINT 0 L } � � = m J FC: FLOOR/CEILING ASSEMBLY U z FC-01 FLOOR SYSTEM: MIN. 4"THICK REINFORCED CONCRETE SLAB ON Q 0 CONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTED J TERMITE TREATED FILL. SSD. FLOOR FINISH -AS SELECTED BY OWNER. FC-02 FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD. Q 12 FC-03 FLOOR SYSTEM: (1) LAYER 3/4"T&G PLYWOOD STURD-I-FLOOR DECKING 6 12 GLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM OR aG RF-01 SPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS END BLOCKING. PROVIDE INSULATION FOR SOUND REDUCTION RF-01 THROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIRED ADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE. FLOOR FINISH -AS SELECTED BY OWNER. E F-02 6:12 FC-04 PT LEDGER(BRG. or NON-BRG.)(S.S.D.) FC-05 BEAM/GIRDER. (S.S.D.) ROOF BEARING_ — — — LL L — — -- _ — _ — — — — — — — — — FC-06 CEILING FINISH: 1/2" C.D. GYP. BOARD.IL 4 22'-0"ABV. REF. ELEV. FC-07 CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY(SEE WL-02). HEADER HT. FC-08 COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM. 20'-0"ABV. REF. ELEV. EF-02 FC-10 FLOOR DRAIN SEE DET. B/A4.1 WL-02 L------------- FC-11 IPE (OPEN)WOOD DECKING. INSTALL AS PER MANUFACTURERS WRITTEN INSTRUCTIONS. COLOR AS PER OWNER. WL-02 12 FC-12 STRUCTURAL FASTENER: (S.S.D.) W1 -01 Q6 FC-13 P.T. 2x's (S.S.D.) EF: EXTERIOR FEATURES E F-06 EF-01 NOT USED. EF-02 STUCCO ACCENT-SILL, BANDING OR TRIM EF-02 EF-03 36" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN & MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/SECTION ?ND FLOOR — — — — — — — TYPICAL NOTES THIS SHEET. 0 12'-0"ABV. REF. ELEV. EF-04 DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BY a i - — —6:12 — RF-01 OWNER. Q z ROOF BEARING_ — -- - — EF-05 LIGHT FIXTURE-AS SELECTED BY OWNER z g 10'-0"ABV. REF. ELEV. EF-06 DECORATIVE LOUVERED PANEL Ca EF-07 DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER. o HEADER HT. rn O Lu L 0 8'4'ABV. REF. ELEV. IN: INTERIOR FEATURES o U w N IN-01 1x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLOR WL-01 AS PER ID/OWNER w 0 o 0. W L-01 o o. a �N - a a� 1ST FL. SLAB o.3 �0'-0" REF. ELEV— — — — — — — — — — — — — � o 100'-0"AMSL y _ C C � C L. U (p W L-11 E F-02 W L-11 U y 0 �w O . a o O 3 RIGHT ELEVATION D)� = N 3, 1 SCALE: 1/4" = 1'-0" .N N U � T O L A � 2 N � N L � N O N - ' 3 . 1 1s SHEET NO 0 a� _ L C m E N sa m T N O O y N L � not valid without z O = original or electronic signature &seal o O N N N a� N ° ? a O L L_ O � L ; O O 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies o� SECTION/ELEVATION TYPICAL NOTES: m DRYWALL SPEC: -WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR" " ° N C -WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE"DENSARMOR PLUS" 3� � ROOF NOTE: Nw� -SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTION = c NOTES ° U.O tLn N N TYPICAL ARCHITECTURAL NOTES: 12 -VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER n ° Q 6 -COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITH s.o INTERIOR DESIGNER/OWNER o w E -ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATION RF-01 12 BASED ON TOP OF GRADE. U.N.O. o 6 -ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL L PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE Q OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. o FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND s RF-01 > GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017. ROOF BEARING_ — — — — — — — — — — — _ — — — o w o —7 J 22'-0"ABV. REF. ELEV. SECTION/ELEVATION KEY NOTES: °' EF-02 RF: ROOF/EAVE ASSEMBLY U N = HEADER HT. — — — — — — — — — — — — — — RF-01 DREXEL METALS-'5V PROFILE' PANEL ROOF SYSTEM. SEE 20'-0"ABV. REF. ELEV. EF-02 MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. WL-02 RF-02 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24"O.C. SEE FRAMING — a) PLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20 I EF-02 SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHING di � AND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONED Q N U SPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP.ALL SPRAY WL-02 FOAM TO RECEIVE FIRE RETARDANT COATING PER FBCR U j WL-04 RF-03 STRUCTURAL FASTENER: (S.S.D.) 0 *4 RF-04 CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER. (\ i 12 ALT. FACTORY COATED ALUM. TO MATCH METAL ROOF RF-01 6� EF-06 RF-05 CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON �I1 N 6:12 2X4 SUB-FASCIA. (J N X �7­r 2ND FLOOR — — — — — — — — RF-06 STUCCO SOFFIT(SEE FC-07). 12'-0"ABV. REF. ELEV. 12 RF-07 STUCCO SOFFIT(SEE FC-07)WITH CONTINUOUS VENT. 6:12 RF-08 PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOF ROOF BEARING_ — L — — — Q6 SYSTEMS. 10 0"ABV. REF. ELEV. (6 N O O OP: OPENINGS *HEADER HT. OP-01 WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. p 8'-0"ABV. REF. ELEV. RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 &A 6.2 FOR �"' bUp F----------------- BUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEE U 0 U FLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS. W iL- j OP-02 SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILL O ----------------- DETAILS. SEE ELEVATIONS FOR LOCATIONS. N ---------------- OP-03 GARAGE DOOR-AS SELECTED BY OWNER. SEE GENERAL DOOR NOTES WL-01i -----------------y WL-01 ON SHEET A6.1. OP-04 PROVIDE CONTINUOUS DRIP EDGE AT HEAD. WL: WALL ASSEMBLY U WL-01 EXTERIOR MASONRY ASSEMBLY: i 8" NOMINAL REINFORCED CMU WALL-S.S.D. 1ST FL. SLAB WL-02 EXTERIOR FRAME ASSEMBLY: 0'-0" REF. ELEV EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOOD 100'-0"AMSL SHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM. EF-02 WL-11 PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.) *WHERE STRUCTURAL SPACING @ 16"O.C.(TYP. @ WALLS): USE MIN. 1/2" EXTERIOR GRADE SHEATHING *WHERE STRUCTURAL SPACING @ 24"O.C.(TYP. @ ROOFS): USE MIN. LEFT ELEVATION EX EXTERIOR GRADE SHEATHING 1 WL-03 EXTERIOR FINISH: CEMENT PLASTER NOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, &WEEP SCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENT 3.2 SCALE: 1/4" = 1'-0" INDUSTRY STANDARDS. MASONRY SUBSTRATE: MIN 1/2"CEMENT PLASTER ON CONCRETE MASONRY WALL AND CAST CONCRETE SURFACES. FINISH AS SELECTED BY OWNER. HOLD CEMENT PLASTER 2"ABV. GRADE. TYP. WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02. WL-04 EXTERIOR FINISH: SIDING ARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PER MANUFACTURER WRITTEN INSTRUCTIONS. WL-05 INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES. MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T. FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. II INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB. TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHERE N ADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2"AIR GAP Q� TO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T. 'i JO MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE. ILL WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLD H =1 J DRYWALL 1/2" OFF FLOOR DECKING/SLAB. = IL WL-06 CONT. BOND BEAM. (S.S.D.) (D Q WL-07 C.I.P BEAM - (S.S.D.) = L1J J 12 WL-08 HEADER/BEAM (S.S.D.) 00 p Q 6 WL-09 PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR. LLJ RF-01 12 WL-10 POURED CONC. BEAM (S.S.D.) E Q. = a) I- 6 WL-11 CONTROL JOINT O L } z3 a- RF-01 = 00 J RF-02 FC: FLOOR/CEILING ASSEMBLY U z FC-01 FLOOR SYSTEM: MIN. 4"THICK REINFORCED CONCRETE SLAB ON Q 0 CONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTED J ° REFER TO TRUSS MAN'F DRAWINGS TERMITE TREATED FILL. SSD. FLOOR FINISH -AS SELECTED BY OWNER.FOR ACTUAL TRUSS LAYOUT. (REFERENCE ONLY) VENT THRU ROOF FC-02 FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD. Q ROOF BE FC-03 FLOOR SYSTEM: (1) LAYER 3/4"T&G PLYWOOD STURD-I-FLOOR DECKING 22'-0"ABV. REF GLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM OR SPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS END WL-02 HEAD BLOCKING. PROVIDE INSULATION FOR SOUND REDUCTION WL-04 20'-0"ABV. REF THROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIRED ADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE. FLOOR FINISH -AS SELECTED BY OWNER. FC-04 PT LEDGER(BRG. or NON-BRG.)(S.S.D.) WL-02 FC-05 BEAM/GIRDER. (S.S.D.) Loft FC-06 CEILING FINISH: 1/2" C.D. GYP. BOARD. FC-07 CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY(SEE WL-02). FC-08 COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM. FC-09 POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN. RF-01 612 REFER TOTRUSSMAN'FDRAWINGS EF-06 FC-10 FLOOR DRAIN SEE DET. B/A4.1 FOR(ACTUAL TRUSS LAYOUT. FC-11 IPE (OPEN)WOOD DECKING. INSTALL AS PER MANUFACTURERS 2ND I WRITTEN INSTRUCTIONS. COLOR AS PER OWNER. REFER TO TRUSS MAN'FDRAWINGS 12'-0"ABV. REF, FC-12 STRUCTURAL FASTENER: (S.S.D.) FOR ACTUAL ) TRUSS LAYOUT FC-13 P.T. 2x's (S.S.D.) VENT THRU ROOF -- — — ROOF BE 10'-0"ABV. REF. EF: EXTERIOR FEATURES EF-01 NOT USED. HEAD EF-02 STUCCO ACCENT-SILL, BANDING OR TRIM 8'-0"ABV. REF EF-03 36" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN & MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/SECTION TYPICAL NOTES THIS SHEET. 0 Outdoor Foyer EF-04 DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BY a OWNER. C� T_ WL-01 Living I t Chen 10'-0" EF-05 LIGHT FIXTURE-AS SELECTED BY OWNER z U g Entry WL-01 EF-06 DECORATIVE LOUVERED PANEL Ca EF-07 DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER. ~ o � O IN: INTERIOR FEATURES o U w IN-01 1x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLORAS PER ID/OWNER wLo _ z SLOPE MIN.$"per ft. L17 SLOPE MIN.!"perft. F. 1ST FL � — — — REF FC-02 FC- 2 00'-0' � N _ E� o@ E _ o.4 a �N - a BUILDING SECTION °3 2 = � N 3.2 SCALE: 1/4" = 1'-0" _ U N CL �L O O U y �w O . a o o � o a c � m c C � C _O N -O N (0 � N � � T WE W C A f N L N N 2 N - � 3 . 21s SHEET NO 0 a� _ L C m E N sa m T N O O_ y N L � not valid without z O = original or electronic signature &seal o O N N N a� N a O L L_ O � L ; O O 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies N N O� GENERAL STAIR NOTES: 6'-5" T-6" 1. STAIR RUN = STRUCTURE TO STRUCTURE, VARIES SEE SPECIFIC STAIRS. N o 7 EQ TREADS LANDING I 2. RISERS PER FBCR 311.7.5.1 AND TREADS PER FBCR 311.7.5.2 & 311.7.5.2.1. LANDINGS N L 3 ARE PROVIDED PER FBCR 311.7.6. PROVIDE NOSINGS AS REQUIRED PER FBCR 0 a 311.7.5.3. £ m a L N N O L 3.A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12 FT m N L L BETWEEN FLOOR LEVELS OR LANDINGS PER FBCR 311.7.3. ; 0 3 4. STAIR SPACING AND OR MATERIAL CONFIGURATION SHALL PREVENT THE PASSAGE 0'- OF A 4" DIAMETER SPHERE ABOVE THE TREADS; AND THE PREVENTION OF A 6" a o ffl7ffl ] DIAMETER SPHERE IN THE TRIANGLE OF THE RISER, TREAD, AND GUARD RAIL. 20 19 18 17 16 15 14 13 5.ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF. GUARDS SHALL BE DESIGNED SO d m AS TO NOT TO HAVE OPENINGS WHICH WOULD ALLOW THE PASSAGE OF A 4" _.N N SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F.. COORD. FINAL MATERIAL, N E DESIGN,AND FINISH WITH ID/OWNER. HANDRAILS AND GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R311.7.8 HANDRAILS (STAIRS), R311.8.3 HANDRAILS o 1" NOSING DN (RAMPS), R312 GUARDS. d t L C O TREAD 6. THIS STAIR CALCULATION IS BASED FROM 1st FLOOR STRUCTURE TO 2nd FLOOR Q COORDINATE FINAL STAIR STRUCTURE. THE FINISH FLOOR MATERIALS HAVE NOT BEEN SELECTED. PRIOR TO ° N 2(p FINISH SELECTION WITH ID, BUILDING THIS STAIR CONTACT THE ARCHITECTS OFFICE WITH THE FINISH FLOOR OWNER, AND STAIR O MATERIAL CHOICE FOR FINIAL RISER DIMENSIONS. FABRICATOR ? 7. PROVIDED ILLUMINATION PER FBCR 303.6. 0 Z Aso INDICATES STAIR STRUCTURE. 11 02 03 04 05 06 07 08 09 10 11 12 U N U) SEE STAIR DETAIL KEYNOTES. I I 0D STAIR DETAIL KEY NOTES: NOTE: S1 1%Z' DIA. HANDRAIL @ 36"A.F.F. OF LEADING EDGE OF STAIR SHALL ALLOW -FOR EXTERIOR STAIRS, I 1Y2'CLEARANCE FROM WALL. SEE DETAIL. H 0 SLOPE ALL TREADS TO DRAIN. I I S2 STRINGER FRAMING: (2)2 x 12 PT. YP. #2 STRINGERS SCREWED& GLUED O N U MIN 1/8" PER FT. N N S �'� -FOR CONCRETE STAIRS, I I TOGETHER AND CUT TO STAIR PROFILE.AT BOTH SIDES OF STAIR w/ � p SIMPSON U28 TO LANDING JOISTS AND ANCHORED TO CONCRETE SLAB d RISERS MAY BE ANGLED, NOT I I BELOW. SEE STRUCTURAL DRAWINGS. N � MORE THAN 30 DEGREES FROM VERTICAL. i O O O S3 LANDING FRAMING: 3/4" PLYWOOD SHEATHING OVER 2 X 12 YP#2 LANDING �II�� ti� JOISTS w/SIMPSON U28 HANGERS ON EACH END \J N K N S4 STAIR TREAD FRAMING: 2 x 12 PT. YP.#2 STEPS w/(3) 12d NAILS EACH _ STRINGER. COORD. FINAL FINISH MATERIAL AND COLOR W/ ID/OWNER. Q O O 3' 6" N p lD S5 CONC. SLAB ON GRADE. SEE ELEVATION/SECTION KEY NOTES. SEE 11 EQ. TREADS LANDING � y`' � 00 ' N STRUCTURAL DRAWINGS. N 3 TYP. STAIR DETAIL S6 1/2" GYPSUM BOARD UNDER STAIR PROTECTION PER R302.7 AT ALL }, i AREAS. A4. 1 SCALE: 1 1/2" = 1'-0" STAIR PLAN A4. 1 SCALE: 1/2" = 1'-0" STAIR INFORMATION 20 RISERS @ 7 5/16" 19 TREADS @ 11" (plus landing) Q rIN 1" x 1" VERTICAL BALLUSTERS TO SUPPORTING BASE EVENLY SPACED @ 6'-0" O.C. MAX. STYLE AS ° SELECTED BY ID/ OWNER ° RECOMMENDED MATERIALS: INTERTIOR - WROUGHT IRON EXTERIOR - PWDR COATED ALUM. ° 0 ° ° ° ° PATTEREND INSERT. MAXIMUM OPENING SHALL NOT PERMIT THE N PASSAGE OF A 4" SPHERE CONTINUOUS BASE RAIL/TOE RAIL 11 E I.i (3) U) - J BOLT TO DOUBLE BLOCKING IN W PROOF BRG. WQ p FRAMING 6"w 8"h x 3/16" PLATE `r 22'-0" REF. ELEV. U) = m o a w/ (4) 1/2 GALVANIZED LAG BOLTS E CL _ N 0 L � � < FINISH FLOORHEADER HT. Oj z J 7 20'-0" REF. ELEV. Q 4 TYP. GUARDRAIL A4. COORD. WITH ID PACKAGE SCALE: 1 1/2"= 1'-0" 6'-5" 3'-6" 7 EQUAL TREADS LANDING S1 2 0DFR00. ELEV. CO 00 0 >. O OIL 1ST FL. BRG _LU 10'-0" REF. ELEV. < Z v Q Z g Z) 1 4" <2" 11 EQUAL TREADS o U w N >12 C' O V] W ti Z U W C N N C N ---- C C E a L L o� m E N >34" <38"ABOVE LEADING EDGE @ P ---- RISER L a A a m N w M 11 ' 4 " r---- (n S6 m.� 5 TYP. HANDRAIL - ---- ' 0 a co J ti Q S2 0 r---- a Y A4. 1 SCALE: 1 1/2"= 1'-0" N rev a 3 ---- c° a ---- d c m m N 0 01 a C N 3 � N a m C � S5 c6� m T 1ST FL. SLAB °L 0--0" REF. ELEV. A ~ m m a ■ Q� V �_ IN L 4ID. 1 N L ■_ L p 3 C N SHEET NO O O Im Q a C N m L C N aN m E STAIR SECTION N � 2 TN Q P� oa N L A4. SCALE: 1/2" = 1'-0" not valid without z- O N C original or electronic �.m O signature&seal '2 N O N N N � 5 a O d L ° 3 O L , N N 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg.AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1 WINDOW AND DOOR KEY NOTES: o E 1a 2 1. EXTERIOR WALL ASSEMBLY VARIES- SEE WALL SECTIONS AND PLANS. m ° . WATERPROOFING SYSTEM. SEE DOOR AND WINDOW INSTALLATION US 3 DETAIL, THIS SHEET. o \ \ \ \ \ \ \ \ \ \ 3. WALL FINISH VARIES. SEE WALL SECTIONS AND ELEVATIONS. 2 Q °° ° ° 4. INSTALL ASSEMBLY PER MANUFACTURER'S WRITTEN INSTRUCTIONS. SEE DOOR AND WINDOW INSTALLATION DETAIL, THIS SHEET. \ \ \ \ \ \ \ \ 0 5. SLOPE CEMENT WASH SLIGHTLY DOWNWARD AWAY FROM THE UNIT AT d ° ° ° ° ° HEAD ONLY.to > 3 O O I I 2a 3 ° ° 13 2 0 ° 6. DOOR/WINDOW UNIT- SEE SCHEDULE tea' to p ° ° ° ° ° 7. WINDOW SILL- SEE WALL SECTIONS AND ELEVATIONS FOR MATERIAL i ° S 3 ° 13 AND PROFILE. a ° p ° ° '° ° 8. CONT. P.T. 2X BUCK- SEE DOOR AND WINDOW INSTALLATION DETAIL d s.o Jill D FOR ATTACHMENT, THIS SHEET. ALSO SEE WALL SECTIONS. N o I I I ° �° n E ° 9. CONT. CLOSED CELL FOAM BACKER ROD AND SEALANT-SEE MFG'R. ° p WRITTEN INSTRUCTIONS & INSTALLATION DETAILS 3 ° � o wo NOT i 3 i i i I • • ° 10. SHIM AS REQ'D. H w FOR I r lii i 11. CONT. PVC J-BEAD d s oo SHOW O ITY i I 4 i 11 $ • • 12. CONTINUOUS DRIP EDGE AT EXTERIOR HEAD. SEE ELEVATIONS AND Q o s 1a 6 i i WALL SECTIONS. DETAIL MAY VARY. o \ \ \ \ I I I 1 11 $ 13. DRYWALL AND FURRING. SEE WALL SECTION. 14. FLOOR/WALL FINISH AT BALCONIES. COORD WITH ID/OWNER. o E o \ \ \ 2 12 15. WATERPROOFING SYSTEM AT BALCONIES. SEE DETAIL. 16. EMBED DOOR SILL IN SEALANT. N i 17. PROVIDE COPPER/STAINLESS STEEL PAN WITH SOLDERED END DAMBS V g 18. PROVIDE SPACER AS NEEDED FOR FLOORING SYSTEM. � l l 10 19. PRECAST SILL. - \/\/\/ C-------- ---- --- 4 20. PROVIDE WICK WEEP IN MORTAR SETTING BED. NOTE: DOOR/WINDOW CASING AND JAMB EXTENSION NOT SHOWN FOR Q N \/\y \F/\/\/\ 2 4 CLARITY- COORD. WITH OWNER FRAME WALL MASONRY WALL Za O ffnn s � V' 1 V � �) N 1 WINDOW & DOOR INSTALLATION DOOR HEAD JAM B S I I LAR WINDOW HEAD JAMB SIMILAR) SCALE:1 1/2"=1'-0" SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" N WINDOW& DOOR INSTALLATION: GENERAL DOOR AND WINDOW NOTES 1. ALL GLAZING IN HAZARDOUS LOCATIONS AS IDENTIFIED BY FBC R308.4 TO O - COORDINATE COMPATIBILITY OF ALL PRODUCTS WITH OTHER 3. AFTER INSTALLING PT BUCK-APPLY PROSOCO R-GUARD "JOINT AND BE SAFETY GLAZING IN ACCORDANCE WITH THE REQ. OF FBC R308.3.1. }' b0 TO ALL AND INTERIOR AND EXTERIOR PRODUCTS SEALANTTS AIIN THE ASSEMBLY; FIG, BUT NISHES ES TO HAT COME ID SEAM FILLER", PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL GLAZING TO BE CLEAR- INSULATED HIGH PERFORMANCE LOW'E' U W 0 IN CONTACT WITH THESE PRODUCTS. 4. APPLY PROSOCO R-GUARD "FAST FLASH" PER MANUFACTURER'S UNITS W/A MAX. SHGC 0.25 FOR FENESTRATION AND SKYLIGHTS OR A WRITTEN INSTRUCTIONS. 6 MAX U-FACTOR OF .40 FOR FENESTRATION ( .65 FOR IMPACT RATED +� O - PROTECT ALL PRODUCTS AGAINST ATMOSPHERIC AND UV EXPOSURE -ON FRAME ASSEMBLIES: APPLY PROSOCO R-GUARD "FAST FENESTRATION)AND .65 FOR SKYLIGHTS. FBC ENERGY CONSERVATION _ d� PER MANUFACTURER'S WRITTEN INSTRUCTIONS. FLASH" OVER TYPAR ON SIDES AND BOTTOM OF ASSEMBLY, AND 4 CODE TABLE R402.1.1. UNDER TYPAR DIRECTLY TO SHEATHING AT TOP OF ASSEMBLY. 1. UNPROTECTED EXTERIOR WALL ASSEMBLY: VERIFY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. () - MASONRY CONSTRUCTION -ON MASONRY ASSEMBLIES: REFER TO MANUFACTURER g 1 p 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE i REPRESENTATIVE FOR RECOMMENDATIONS AT DIRECT APPLIED PRODUCT MFR. FOR COMPLIANCE OF CODE REQUIREMENTS INCLUDING - FRAME ASSEMBLY- INSTALL TYPAR WEATHER RESISTANT STUCCO APPLICATIONS ON EXTERIOR FACE OF WALL. 2 BUT NOT LIMITED TO: EGRESS, WIND DESIGN DATA, INSTALLATION AND Q BARRIER MEMBRANE PER MANUFACTURER'S WRITTEN 6 ANCHORING, WIND BORN DEBRIS REGIONS, AIR INFILTRATION, ETC... INSTRUCTIONS (CONTRACTOR TO SUBMIT ALTERNATIVE TO 5. INSTALL WINDOW ASSEMBLY PER WINDOW MANUFACTURER'S g ARCHITECT FOR REVIEW). AT SIDES AND BOTTOM OF OPENINGS WRITTEN INSTRUCTIONS. 17 4. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF RECORD OF ANY HOLD TYPAR BACK 2" FROM EDGE OF OPENING TO ALLOW NOTE: WHEN INSTALLING WINDOWS WITH FINS, ENCAPSULATE M N. 1/4"/ FT. DISCREPANCY BEFORE ORDERING PRODUCTS. PROSOCO R-GUARD "FAST FLASH"TO BE APPLIED DIRECTLY TO THE FIN WITH PROSOCO R-GUARD "JOINT AND SEAM FILLER". THE SHEATHING FOR THE FIRST 2". LEAVE OUTER COAT OPEN AT BOTTOM FIN FOR WEEPING. 4 7 $ 5. FLORIDA PRODUCT APPROVAL: 5.1. FLORIDA PRODUCT APPROVALS ARE REQUIRED FOR ALL EXTERIOR: la. PREPARE ROUGH OPENING - SEE PROSOCO R-GUARD SYSTEM FOR 6. INSTALL BACKER ROD AND SEALANT AT INTERIOR SIDE OF THE UNIT 16 DOOR ASSEMBLIES, WINDOW ASSEMBLIES, IMPACT RESISTANT MANUFACTURER'S WRITTEN INSTRUCTIONS. ALONG THE BOTTOM OF THE UNIT AND UP 12" ON EACH SIDE . SEE 18 20 2 COVERINGS, GARAGE DOOR ASSEMBLIES, AND UNIT SKYLIGHT MANUFACTURER'S WRITTEN INSTRUCTIONS. ASSEMBLIES. 2. PT BUCK: g 1 g MASONRY CONSTRUCTION- INSTALL 2x WITH RECESSED %4" O x 5.2.THE CONTRACTOR SHALL OBTAIN FLORIDA PRODUCT APPROVAL 3Y"TAPCONS AT 8" O.C. STAGGERED. DOCUMENTATION, INCLUDING INSTALLATION AND ANCHORING DETAILS AND REQUIREMENTS. CONTRACTOR TO: 2a. RECESS TAPCON AND/OR NAILS AND SEAL WITH PROSOCO ° ° R-GUARD "JOINT AND SEAM FILLER". a 14 8 ° a 1 5.2.1. SUBMIT DOCUMENTATION TO THE BUILDING DEPARTMENT U) 2 ° OR AHJ. 06 15 9 13 5.2.2. RETAIN A COPY ONSITE. w _J 3 • _ • + • • _ - • • • _ • • • LU 5.3. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR DESIGN • LU °a • ° CRITERIA. WHEN SEPARATE STRUCTURAL ENGINEERING • • • U) ° ° , ° DOCUMENTS ARE NOT PROVIDED THIS INFORMATION WILL BE ° AIR&WATER BARRIERS AIR&WATER BARRIERS ° LOCATED UNDER CODE INFORMATION IN THIS SET. CMU/Cast-in-Place Concrete Wall Construction Sheathing Wall Construction with gypsum,plywood or CSB sheathing. ° N 6. COORD. MUNTON DESIGN WITH OWNER. G� Field of wall-Fill small voids and cracks u to 1/2-inch in the CMU Wood buck--If wood bucks are not already installed apply two thick p y pp y L , O surface with FastFlash or Joint&Seam Filler.Use a dry joint knife beads of FastFlash or Joint&Seam Filler along the perimeter faces Remove the existing window,flashing and water resistive barrier to no less than 4-6 inches beneath any existing building wrap-over FLOOR SYSTEM expose the rough opening.Repair the rough opening as required. the face of the structural wall on the head and jambs. 7. J or trowel to press and spread l inch beyond each side toa thickness of of the wood buck before attaching itto the structure while still wet. 7. MATCH WINDOW HEAD HEIGHT W/ INTERIOR DOOR HEAD HEIGHT. VERIFY � */�1 2o-3omils. Install anchor bolts. Consolidate and seal any new,cut gypsum board edges.within the Spread the wet product to embed that edge of the transition sheet W/ FINISH FLOOR MATERIALS. FINAL INTERIOR& EXTERIOR DOOR HEAD 0 �// rough opening by brushing on a thin uniform coat of PorousPrep. and down over the transition sheet 2"to create a seamless flashing Repair larger cracks or voids with mortar. After installation of wood buck,spot and cover the installed heads of HEIGHT TO BE V I F W/OWNER. v = = L.L transition. the anchor bolts.Apply a thick bead of FastFlash or Joint&3eam Wet-set a properly sized and adhesion-compatible transition sheet, ( U Best practice rough opening t Apply e thick bead to Pastblock in sh in such as Moiststo PF,into the wet FastFlash.Apply additional Shingle the transition sheet to create no less than a 6-inch la over 0 Filler to all inside corners of the wood buck.Use a dry joint knife or p pp y g p � Q a--� Q each corner and in a zigzag pattern over the concrete block inside the �_ _ trowel to press and spread 1 inch beyond each side to a thickness of FastFlash to the leading edge of the transition sheet. the existing building wrap. DOOR NOTES w � rough opening and wall face surrounding the rough opening.Use U) 7 J a dry joint knife,trowel or chipper brush to spread the wet product 20-30mils. After preparing the rough opening pursuant toS4.1AorS4.1B,use 1. ALL INTERIOR DOORS TO BE SOLID CORE DOORS. VERIFY ALL SPECIES, N IIIIIIIII� m 0 w to protect the rough opening with a seamless flashing membrane Apply a thick bead of FastFlash or Joint&Seam Filler to the a dry j oint knife,trowel or chipper brush to spread the FastFlash to FINISH (PAINT-STAIN), & HEIGHT WITH ID/OWNER PRIOR TO FABRICATION. 0 W U 0 that extends no more than 1 inch over the face the wall.Apply perimeter jint between the wood buck and the CM wall.Use a dry create a seamless flashing membrane.To protect the rough opening, DOOR SILL DETAIL WINDOW SILL DETAIL 0 .0 additional FastFlash as needed to create an opaque,monolithic trowel or spatula to tool and seal the joint.Create a profile that directs make sure the membrane extends 9 inches-or as necessary to reach flashing membrane free of voids bulk water away from the joint.Allow Joint&Seam Filler to skin 2. SEE ID/OWNER SPECIFICATIONS FOR DOOR HARDWARE TYPE & FINISH. L } D_ or pinholes.Allow to skin over. over. O J m Spray or roller apply the selected Apply a thick bead of FastFlash over the inside of the wood buck, SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" 3. EXTERIOR DOORS TO BE CLAD INSULATED DOORS AS MANUF. BY SIERRA U Z R-Guard air and water-resistive extending it onto the wall surrounding the rough opening.Use a dry PACIFIC Q 0 barrier over the prepared wall. joint knife,chip brush or trowel to spread the wet product to create a Step One Wet-set the w\ Apply sufficient product to cover seamless flashing membrane.Th ensure the wood buck is adequately transition sheet to W J wall1/4"under the 4. GARAGE DOOR TO BE STEEL PANELED INSULATED WITH FINISHED Q Pre-treated the entire face of the structural protected,make sure the membrane extends no more than I inch over sill with FastFlash INTERIOR WALL EXTERIOR WALL rough opening wall. the face of the wall.Apply additional FastFlash as needed to create an INTERIOR PANEL, COLOR AS SELECTED BY OWNER Q best practice opaque,monolithic flashing membrane free of voids or pinholes. FastFlash Bead Step Three Treat rough graingwoo� rZ8 " MIN' 5. SEE ID FOR WINDOW/DOOR HJS TREATMENT buck.Proceed Transition Sheet to Step One and m"t he het orough odbuck step one step Two step Three M cp NJ>I 6. ALL DOOR UNITS TO COMPLY WITH FBC ENERGY CONSERVATION CODE into LJ opening. PANEL BOTTOM RAIL 1 � SECTION R402.4. AIR LEAKAGE. FastFlash - MIN• Counter-flash 2"over INTERIOR $ TYP. SILL 7. ALL DOORS &WINDOWS SHALL COMPLY WITH BARRIER REQUIREMENTS AS Protruding - the transition sheet '�°^� �°•^� wood Buck Building wrap Z • �; WEEP HOLE (DO NOT DEFINED IN FBC R CHAPTER 45 PRIVATE SWIMMING POOLS Protruding z O Joint& woodeuck (/)Two Step BLOCK WITH EXTERIOR FastFlash seam Filler Z Z FINISH FLOOR MATERIAL WINDOW NOTES: Prepare rough Lu INTERIOR FINISH FLOOR ) Ifa eslre y` .joint opening pursuant 1. SEE WINDOW ELEVATIONS FOR SPECIFIC FIXED/OPERABLE zig-zag p pattern to the Joint nstalled,start &Seam toS4.1AorS4.1B } a ° 8 CONFIGURATION. O.N.O. BEFORE ORDERING ALL WINDOWS VIF W/OWNER. Filler in a ig-z Apply Fa with Step Two Filler` ° ° MUD SET \ \ back of each wood eroughbuck and ening. I W C:) °° ° \` 2. WINDOWS ARE TO BE MANUFACTURED BY: SIERRA PACIFIC set them into the rough opening. FastFlash a ° \ Drill holes for wood buck,blow Cat 5 a ° a TRACK LENGTH VARIES \ out holes,fill with FastFlash or ° ° a 1121 a a° COLOR AND HARDWARE AS SELECTED BY OWNER/ ID Joint&Seam Filler and fastenwood bucks. a a ° BASE DESIGN STANDARD: U = A SHGC = .25 FastFlash oar substituteFastFlashbyfillingth ;ointwith ° ° ��` VERIFY: %8" SDL INTERIOR& EXTERIOR GRILLES (NO SPACE BAR) FastFlash or Joint&Seam Filler FastFlash during th FastFlash Appl t Minimum a CONCRETE SLAB S.S.D. ° \`\ SCREEN TYPE PER MANUF R-Guard requirement for a wood buck assembly, RD. SPECIFIC ILL AND TRIM CONDITIONS W ELEVATIONS. Cat 5,Spray wrap MVP or VB ° 3 COO S C C S CO O S / Transition Sheet ° CUSTOMER CAREB00 255 4255// PROSOCO.COM CUSTOMER CARE800 255 4255// PROSOCO.COM EXTERIOR a ° a° ° ° \\EXTERIOR FINISH 11 FLOOR `�\`�\�\`�\`�\`�\�\ 4. ALL FENESTRATION TO COMPLY WITH FBC ENERGY CONSERVATION CODE ©PROS000062216 25 �s�PRosocoo6zzi6 15 ° a° a SECTION R402.4.3. AIR LEAKAGE. �y� t�'' -d a ® 5. ALL FIRST FLOOR WINDOWS WITH A CLEAR PATH TO A POOL AND SECOND W y 0 ° a ° ° a ° ° ° a FLOOR WINDOW WITH ACCESS TO A DECK THAT LEADS TO A POOL SHALL z a i ° a ° ° ° a COMPLY WITH EXIT ALARM PER FBC R4501.17.1.9 3 Q z ° 9 z U 6. EGRESS WINDOW NOTES: Ca S G D SILL - STEP 6.1 EGRESS WINDOWS ARE TO COMPLY WITH FBC R310. O Lu 6 w SG D JAM B/HEAD -SILL HEIGHT NOT MORE THAN 44"AFF. � o � U w � 5 6.2 PER FBC R310.1.1 N U o a SCALE: 3" = 1' - O° -FOR FLOORS ABOVE OR BELOW GRADE EGRESS WINDOWS MUST COMPLY WITH A MIN. NET CLEAR OPENING OF 5.7 SQ. FT o to fn SCALE: 3" = 1' -0" -FOR FLOORS AT GRADE EGRESS WINDOW MUST COMPLY WITH A MIN. Ca NET CLEAR OPENING OF 5 SQ. FT. E . 0 6.3 WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE E INTERIOR WALL EXTERIOR WALL 8 . THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, E o.s rZ8 THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE .lE MIN. A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED PER FBC R 312.2. PANEL BOTTOM RAIL = o no N 8" MIN. TYP. SILL 2 U (p Z WEEP HOLE (DO NOT o o c= BLOCK WITH EXTERIOR s z z� FINISH FLOOR MATERIAL) o.3 w IN FINISH FLOOR o � �LL/ �C:J/ ° a ' • ' P• . °' ° . . • MUD SET EXTERIOR FINISH FLOORLU \\\\ E o > o TRACK LENGTH VARIES a ° . 3 LL A N2 CONCRETE SLAB S.S.D. �_ a N U 6 . 1 �s im -E SHEET NO 7 SGD SILL - FLUSH o0 2 L C Nm E SCALE: 3" = 1' - 0" N 0 N IIO d y N L � not valid without z Ooriginal or electronic signature &seal o O N N N a� N a O L L_ O � L ; O O 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies .n o U y SECTION/ELEVATION TYPICAL NOTES: m c DRYWALL SPEC: . -WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR" ° y C -WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE"DENSARMOR PLUS" O.2 N 76 ROOF NOTE: ° z -SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTION y y o = NOTES W ° N C U Q TYPICAL ARCHITECTURAL NOTES: -VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER -COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITH r y INTERIOR DESIGNER/OWNER t o y E N -ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATION q M. BASED ON TOP OF GRADE. U.N.O. ��,o -ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL W � ° PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE Q ) = F-01. RF-01 OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. o y y � N FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND =s a RF-02 12 RF-02 12 GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017. E 6� 6� 5? SECTION/ELEVATION KEY NOTES: RF: ROOF/EAVE ASSEMBLY U y = ° RF-01 DREXEL METALS-'5V PROFILE' PANEL ROOF SYSTEM. SEE ❑ ❑ MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-03 RF-03 RF-02 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24"O.C. SEE FRAMING — ° ° ° PLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20 ❑ ❑ ❑ ❑ SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHING �I AND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONED Q N U ❑ ❑ ❑ ❑ ❑ ❑ SPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP.ALL SPRAY N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FOAM TO RECEIVE FIRE RETARDANT COATING PER FBCR N RO OF BEARING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF BEARING _ _ i _ RF-03 STRUCTURAL FASTENER: (S.S.D.) SEE ELEVATION SEE ELEVATION RF-04 CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER. N ALT. FACTORY COATED ALUM. TO MATCH METAL ROOF L O O RF-05 CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON rrnn 00 RF-0 •• N 2X4 SUB-FASCIA. 5 RF-05 WL-05 WL-05 m x RF-06 STUCCO SOFFIT(SEE FC-07). RF-07 STUCCO SOFFIT(SEE FC-07)WITH CONTINUOUS VENT. RF-06 RF-06 RF-08 PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOF ~ O EF-02 WL-08 EF-02 WL-08 SYSTEMS. HEADER HG_T- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — _ _ HEADER HGT. _ _ _ _ � M SEE ELEVATION SEE ELEVATION OP: OPENINGS it •� OP-01 WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. � ti O EF-07 EF-07 RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 &A 6.2 FOR }' ba ;.. BUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEE U 0 N EF-02 EF-02 FLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS. W OP-02 SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILL N O DETAILS. SEE ELEVATIONS FOR LOCATIONS. }, O OP-03 GARAGE DOOR-AS SELECTED BY OWNER. SEE GENERAL DOOR NOTES OP-02 OP-02 ON SHEET A6.1. OP-04 PROVIDE CONTINUOUS DRIP EDGE AT HEAD. O P-01 O P-01 U WL: WALL ASSEMBLY WL-01 EXTERIOR MASONRY ASSEMBLY: i 8" NOMINAL REINFORCED CMU WALL-S.S.D. Q WL-02 EXTERIOR FRAME ASSEMBLY: EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOOD SHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM. PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.) *WHERE STRUCTURAL SPACING @ 16"O.C.(TYP. @ WALLS): USE MIN. 1/2" EXTERIOR GRADE SHEATHING *WHERE STRUCTURAL SPACING @ 24"O.C.(TYP. @ ROOFS): USE MIN. 5/8" EXTERIOR GRADE SHEATHING WL-03 EXTERIOR FINISH: CEMENT PLASTER NOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, &WEEP OP-02 OP-02 SCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENT INDUSTRY STANDARDS. MASONRY SUBSTRATE: MIN 1/2"CEMENT PLASTER ON CONCRETE MASONRY WALL AND CAST CONCRETE SURFACES. FINISH AS SELECTED BY OWNER. HOLD CEMENT PLASTER 2"ABV. GRADE. TYP. WL-02 WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02. RF-01 WL-04 WL-04 EXTERIOR FINISH: SIDING WL-05 WL-04 WL-05 ARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PER RF-02 WL-15 MANUFACTURER WRITTEN INSTRUCTIONS. RF-01 FC-03 FC-03 WL-05 INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES. RF-02 12 MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T. 6 FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. R4.1 2ND LEVEL FFE_ — — — — — — — — — — — — — — 2ND LEVEL FFE_ — INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB. TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHERE N SEE ELEVATION SEE ELEVATION ° ADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2"AIR GAP Q� ~ ❑ ❑ TO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T. ~O O RF-03 RF-03 MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE. 0 FC-04 ❑ ❑ WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLD L H _' J ❑ ❑ DRYWALL 1/2" OFF FLOOR DECKING/SLAB. = IL WL-16 WL-06 CONT. BOND BEAM. (S.S.D.) (D Q ❑ ❑ LiWL-07 C.I.P BEAM - (S.S.D.) = LU J ❑ ❑ ❑ ❑ WL-08 HEADER/BEAM (S.S.D.) 00 O LL] 1ST LEVEL SEE ELEVATION CEILING— / SEE ELEVATION CEILING — — — — ROOF ELEVATION ST LEVEL ON _ _ _ WL-09 PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR. � � _ 0 � WL-10 POURED CONC. BEAM (S.S.D.) WL-11 CONTROL JOINT O L ...:.: U O > FC-06 m -- - - -- FC: FLOOR/CEILING ASSEMBLY U z RF-05 EF-02 FC-07 RF-05 FC-01 FLOOR SYSTEM: MIN. 4"THICK REINFORCED CONCRETE SLAB ON Q 0 RF-07 RF-06 CONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTED J G� TERMITE TREATED FILL. SSD. FLOOR FINISH -AS SELECTED BY OWNER. Q W L-08 EF-02 WL-0 FC-02 FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD. Q 8 JL HEADER HGT. HEADER HGT. FC-03 FLOOR SYSTEM: (1) LAYER 3/4"T&G PLYWOOD STURD-I-FLOOR DECKING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM OR SEE ELEVATION SEE ELEVATION SPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS END BLOCKING. PROVIDE INSULATION FOR SOUND REDUCTION OP-02 OP-02 THROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIRED ADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE. FLOOR FINISH -AS SELECTED BY OWNER. FC-04 PT LEDGER(BRG. or NON-BRG.)(S.S.D.) FC-05 BEAM/GIRDER. (S.S.D.) FC-06 CEILING FINISH: 1/2" C.D. GYP. BOARD. FC-07 CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR OP-03 OP-01 OP-01 STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY(SEE WL-02). FC-08 COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM. FC-09 POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN. FC-10 FLOOR DRAIN SEE DET. B/A4.1 FC-11 IPE (OPEN)WOOD DECKING. INSTALL AS PER MANUFACTURERS WRITTEN INSTRUCTIONS. COLOR AS PER OWNER. FC-12 STRUCTURAL FASTENER: (S.S.D.) FC-13 P.T. 2x's (S.S.D.) EF: EXTERIOR FEATURES EF-01 NOT USED. EF-02 STUCCO ACCENT-SILL, BANDING OR TRIM EF-03 36" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN & MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/SECTION TYPICAL NOTES THIS SHEET. 0 OP-02 OP-02 EF-04 DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BY i OWNER. Q Z EF-05 LIGHT FIXTURE-AS SELECTED BY OWNER Z U g EF-06 DECORATIVE LOUVERED PANEL A EF-07 DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER. o WL-05 WL-05 O 0 w IN: INTERIOR FEATURES o ff U w N FC-01 FC-01 FC-01 IN-01 1x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLOR U �l AS PER ID/OWNER w � ti }/ — Z U WL-01 WL-01 �— Q o 0 - SLOPE MIN. per ft. a p WL-03 WL-03 A a a C y cc 0 GRADE LEVEL GRADE LEVEL GRADE LEVEL o E C 0'-0" REF. ELEV.— — — — — — — — — — — — — — — — — — — — — — — — — 0'-0" REF. ELEV. — — — — — — - d°° a ° 0'-0" REF. ELEV. _ _ _ _ d° ° a ° ° ° ° ° d° ° d ° _ _ —_ —_ —_ —_ ° °°° ° dI—III—I I°I—I I _ _ —_ —_ —_ —_ ° °° ` d I I—III—I I°I—I ° d ° —_— I I—III—III—° I I—III—III—III —_— I I—III—III—° ° ° 11-1 I I—III—III �+ - _�I I=1 I=1 I=1 I=1 I=11 ° ° ° ° ° FIrF7___________ 111=111=111=111=111=111 ° d ° ° ° =1 I 1=1 I 1=1 I1=11 =1 I 1= = = = ° d ° ° a ° =1 I 1=1 I1=111=11 = 0 N II1I1-1I1-1I1-1I1-1II — I—II_ FC-02 — _— =1 11=1 I Ed I Ed I 1 FC-02 — _— —_—_— °1-1 11=1 11=1 11=1 I I 1=I I I=I I I=I I I d I M11 ===I I I=I I I=I I I=III=III=III=III=III=III=III=III=III=III=11 ______— ° ° U N I I III—III—III—III ° 111—I 11-1 I 1=1 I I—I I I III—III—III—III ° °—° _ ° III—III—III—III—I -1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I 1=1 1=1 11=1 I 1=1 1 1=1 11=1 11=1 11=1 111— — — — — — — — — — — I I— — — — — — — — — — — 3 — — — — — — — — — — — — — — — III-111-111=__=-1 11-1 11-1 11-1 I I '-1 11-1 11-1 I 1== I-1 I I—I I I—I 11-1 I I o� —I 11=1 I I—I 11=1 I I—I 11=1 I I—I 11=1 I I—I 11-1 1 1E. .M.' I 1-1 I I-111-1 I I-1 1 1-1 I I-1 1 1-1 I I-1 I —I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I 1 1-1 I I-1 I —I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I 1 1-1 I I-1 �+ =1II=1II=1II=1II=1II=1II=1II=1II=1II=' _ —_ _� — — _ _ _ _ _ _ _ —_ — = 3 III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- 7111=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1 11_ -111=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1 I I_ =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =111=1 11=1 11=1 11=1 11=1 11=1 11=1 11 =111=1 11=1 11=1 11=1 11=1 11=1 11=111 T 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11- 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11 y o III-111E111EI I I—III—III—III— l=1 11—III=1 I I—III=1 I I—III=1 I I—III—I 11- l=1 I I—III—III—III—III—III—III—III—I 11- l=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= i=1 11=1 11=1 11=1 11=1 11=1 11=1 11= ' i=1 11=1 11=1 11=1 11=1 11=1 11=1 11= 0 C� I I III III III III III III I I—III—III—III—III—III—III ay A N y O C = l6 N.• L U l0 - C N 3 TYP. WALL SECTION 2 TYP. WALL SECTION TYP. WALL SECTION �- 7 . 1 SHEET NO MO U A7. GARAGE SECTION SCALE: 3/4" = 1'-0" A7. 1 2 STORY SCALE: 3/4" = 1'-0" A7. 1 1 STORY SCALE: 3/4" = 1'-0" W N to y U X. N N L y not valid without z original or electronic O signature &seal y O y d x N �� O a£ m 3 O L > N �N �3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies