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Home My WebLink About400 W 19 St New construction SFHGENERAL: INTERIOR GENERAL NOTES: 1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND 1. DOMESTIC CLOTHES DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR DIMENSIONS PRIOR TO CONSTRUCTION FINISH WITH JOINTS RUNNING THE DIRECTION OF THE AIRFLOW. 2. PROVIDE (1) No. 5 ELECTRICAL GROUND TO FOUNDATION STEEL THE MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET (7260 MM) 3. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE- FROM THE DRYER LOCATION TO THE DISCHARGE TERMINAL. RESIDENTAL 6TH EDITION (2017) THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 30" I D NTR CTOR SHALL PROVIDE ALL MEASURES 762 MM FOR EACH 45 0.79 RAD BEND AND 5 FEET 1524 MM 4. OWNER/BU L ER/GO A ( ) ( ) ( ) NECESSARY TO PROTECT STRUCTURE(S) AND ALL PERSONS FOR EACH 90 (1.6 RAD) BEND. THE EXHAUST DUCT SHALL BE DURING CONSTRUCTION. HE/THEY SHALL SUPERVISE AND A MINIMUM SIZE OF 4" (102 MM) IN DIAMETER. THE ENTIRE EXHAUST DIRECT ALL WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. SYSTEM SHALL BE SUPPORTED AND SECURED IN PLACE. 5. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE ARCHITECTURAL, FLEXIBLE DUCT CONNECTORS USED IN CONNECTIONS WITH MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORS, EMBEDS DOMESTIC DRYER SHALL BE METALLIC, NOT MORE THAN 6 FEET AND SUPPORTS OR ANY OTHER ITEMS WHICH AFFECT THE (1829 MM) IN LENGTH AND AN APPROVED TYPE. FLEXIBLE DUCT STRUCTURAL DRAWINGS. CONNECTORS SHALL NOT BE CONCEALED WITH IN CONSTRUCTION. 6. EXTERIOR USE OF CEMENT PLASTER (STUCCO) SHALL COMPLY WITH 2. ALL WATER CLOSETS TO BE 1.6 GALLON MAXIMUM. THE APPLICATION REQUIREMENTS OF ASTM C 926 3. ALL SLIDING GLASS DOORS TO BE TEMPERED. ALL GLASS WITHIN 24" OF A DOOR SHALL BE TEMPERED. ALL GLASS IN SITE PREPARATION: WET AREAS SUCH AS BATHROOMS AND KITCHENS SHALL BE TEMPERED 1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS SHALL BE REMOVED AND SOIL PREPARED TO AN ALLOWABLE BEARING PRESSURE OF 2000 P.S.F.. 2. ANY CONDITIONS WHICH COULD PREVENT THE ATTAINMENT OF 2000 P.S.F. SHALL BE NOTED TO THE ARCHITECT AND ENGINEER IMMEDIATELY. SLABS ON GRADE: 1. COMPACT INTERIOR FILL TO 95% MINIMUM OF MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D1557 OPTIMUM MOISTURE CONTENT. SOIL COMPACTION SHALL BE FIELD CONTROLLED BY A REPRESENTATIVE FROM A QUALIFIED LABORATORY APPROVED BY THE ENGINEER. EACH LAYER OF FILL SHALL NOT EXCEED 10" AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT FILL LAYER. 2. ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND LAYER FOR FINE GRADING. 3. 6 MIL POLY VAPOR BARRIER SHALL BE PLACED OVER TERMITE PROTECTED FILL PRIOR TO FOOTING OR SLAB POURS. CONCRETE AND REINFORCING: 1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR REINFORCED CONCRETE (ACI 318-08) 2. ALL CONCRETE SHALL HAVE A MINIMUM FC = 3000 P.S.I. AT 28 DAYS, INCLUDING SLABS, FILLED CELLS AND LINTELS 3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 P.S.F.. 4. REBARS SHALL CONFORM TO ASTM A-615 GRADE 40, AND 25" MINIMUM LAP AT ALL JOINTS. SLABS WITH FIBER MESH OR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 5. VERTICAL REBAR WALL REINFORCING SHALL BE STANDARD HOOK WITH A PROJECTION OF 25" MINIMUM ABOVE SLAB AND A 7" MINIMUM EMBEDMENT. 6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND AT LEAST (12) BAR DIAMETERS BEYOND THE BEND. EXTENSION LEG = 10" FOR No. 5 REBAR, 14" FOR No. 7 REBAR AND 12" FOR No 3 REBAR 7. ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION STEEL BY MEANS OF (1) No.5 REBAR WITH STANDARD HOOK AND TIE INTO CONTINUOUS BOND BEAM BY MEANS OF (1) STANDARD HOOK (25" LAP MINIMUM). 8. COVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS: FOOTING 3" MIN, SLABS ON GRADE 1 1/2" FROM TOP, LINTELS AND BOND BEAMS 1 1/2" FROM TOP (ON STIRRUPS) 9. ACI -318-08 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9TH EDITION S-301 SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL FOR BUILDINGS INCLUDING SUPPLEMENTS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODE AWS D1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FOR MECHANICAL WORK OTHER STANDARDS LISTED IN THEIR RESPECTIVE SECTIONS IN SPECIFICATIONS MASONRY: 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR MASONRY STRUCTURES (ACI 530-08), (ASCE/SEI 5-11) AND (ASCE/SEI 6-11 SPECIFICATIONS) 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C 90 28 DAY STRENGTH EQUAL TO 2000 P.S.I., FM = 1500 P.S.I. LAID IN RUNNING BOND 3. ALL VERTICAL REINFORCING BARS SHALL BE TIED TO FOOTING DOWELS AND BOND BEAM WITH STANDARD HOOK. ENTIRE BUILDING ENVELOPE IS SHEARWALL. SHALL BE CONSIDERED TO BE SHEARWALL SEGMENTS. 4. MORTAR SHALL BE TYPE "S" OR "M". 5. WHERE SHOWN, VERTICAL CELLS SHALL BE POURED SOLID WITH GROUT AT MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS, GROUT SLUMP NOT LESS THAN 8" AND REINFORCED WITH MINIMUM No.5 REBAR AND 25" MINIMUM OVERLAP. 6. GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEED TEN (10) FEET IN HEIGHT, AND SHALL BE CONSOLIDATED AT TIME OF POURING BY RODDING OR VIBRATING. 7. PROVIDE KNOCKOUT IN CMU AT BASE OF EACH FILLED CELL FOR VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. STRUCTURAL LUMBER: 1. SEE TRUSS TABLE FOR ANCHORAGE. 2. GRAVITY LOADS WERE TAKEN INTO ACCOUNT IN DESIGN 3. ALL STRUCTURAL AND LOAD BEARING LUMBER SHALL HAVE A MINIMUM Fb = 1200 P.S.L. 4. ANY WALLS GREATER THAN 9 FEET HIGH SHALL HAVE NO LESS THAN ONE INTERMEDIATE BRIDGING SPACED NO MORE THAN 72" APART. 5. ALL LOAD BEARING WALLS SHALL HAVE DOUBLE SOUTHERN YELLOW PINE #2 TOP PLATES. SOLE PLATES ON MASONRY SHALL BE SALT SOLUTION PRESSURE TREATED. 6. ALL OTHER BEARING LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE AND SHALL BE BASED ON MAXIMUM SPANS FOR RAFTERS AND JOISTS STRUCTURAL STEEL: 1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM -36 4. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45. 5. ALL MEDICINE CABINETS ARE RECESSED AND BOTTOMS ARE SET AT 54" AFF. SIZE: 14" X 18" UNLESS NOTED OTHERWISE. 6. CONSIDER ALL APPLIANCES ELECTRIC UNLESS NOTED. 7. 50 GALLON WATER HEATER UNLESS NOTED. 8. ALL CEILINGS INCLUDING GARAGE AND PORCHES TO BE 1/2" GYP 9. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR 0'-0" AFF PREFABRICATED WOOD TRUSSES 1. WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALED TRUSS CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS SHALL INCLUDE CRITICAL DIMENSIONS FOR DETERMINING FIT AND PLACEMENT. DESIGN LOADING CRITERIA 1S SHOWN IN THE GENERAL NOTES ON THIS DRAWING. 2. ALL TRUSSES AND OTHER ROOF STRUCTURAL COMPONENTS SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. ALL TRUSSES SHALL BE FABRICATED UNDER STRICT RULES OF THE TRUSS PLATE INSTITUTE (T.P.I.) 3. TRUSSES SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. HORIZONTAL BENDING SHALL BE KEPT TO A MINIMUM DURING ERECTION. 4. INSTALL ERECTION BRACING TO HOLD THE TRUSSES TRUE AND PLUMB DURING CONSTRUCTION. 5. TRUSS FRAMING HARDWARE NOT SHOWN ON THE DRAWINGS SHALL BE DESIGNED BY THE TRUSS ENGINEER. ALTERNATE CONNECTORS TO THOSE SHOWN ON THE DRAWINGS MAY BE SUBMITTED FOR APPROVAL. 6. TRUSSES SHALL BE FABRICATED FROM THE FOLLOWING MATERIALS: a. CHORDS SHALL BE A MINIMUM SIZE OF 2x4 AND SHALL BE #2 SOUTHERN YELLOW PINE OR BETTER. b. WEBS AND BRACING SHALL BE A MINIMUM SIZE OF 2x4 AND SHALL BE #3 SOUTHERN YELLOW PINE OR BETTER. c. TRUSS PLATES SHALL BE 20 GAGE MINIMUM WITH A MINIMUM YIELD OF 33,000 PSI AND SHALL BE G60, COMMERCIAL CLASS HOT DIPPED GALVANIZED BEFORE STAMPING. 7. MAXIMUM ALLOWABLE TRUSS DEFLECTION DUE TO THE SUPERIMPOSED LIVE AND DEAD LOADS SHOWN IN THE GENERAL NOTES OF THE CONSTRUCTION DOCUMENTS, INCLUDING SELF WEIGHT OF THE TRUSS, SHALL BE AS FOLLOWS: a. ATTACHED TO PLASTER = L/360 b. ELSEWHERE = L/240 DISCLAIMER: SECTION R318: PROTECTION AGAINST TERMITES R318.1 TERMITE PROTECTION TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PRESERVATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. UPON COMPLETION OF THE APPLICATION FO THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" INCLUDING ALL ADDITIONAL CODES R138.1.1 THRU R318.1.8 R318.2 PENETRATION PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH (0.25mm), AND BE SEALED WITHIN THE SLAB USING A NONCORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. R318.3 CLEANING CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK, STONE OR MASONRY VENEERS AD THE STRUCTURE SHALL BE CLEANED OF ALL NON PRESERVATIVE -TREATED OR NON -NATURALLY DURABLE WOOD, OR OTHER CELLULOSE -CONTAINING MATERIAL PRIOR TO CONCRETE PLACEMENT. INCLUDING ALL EXCEPTIONS R318.4 CONCRETE BEARING LEDGE NOT APPLICABLE TO THIS PROJECT R318.5 PROTECTION AGAINST DECAY AND TERMITES CONDENSATE LINES, IRRIGATION/SPRINKLER RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305mm) AWAY FROM THE STRUCTURE SIDEWALL, WHEATHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE. R318.6 PREPARATION OF BUILDING SITE AND REMOVAL OF DEBRIS INCLUDE ALL CODES R318.6.1 THRU R318.6.3 R318.7 INSPECTIONS FOR TERMITES IN ORDER TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES (152mm). INCLUDING ALL EXCEPTIONS R318.8 FOAM PLASTIC PROTECTION IN AREAS WHERE THE PROBABILITY OF TERMITE INFESTATION IS "VERY HEAVY". AS INDICATED IN FIGURE R301.2(6), EXTRUDED AND EXPANDED POLYSTRENE, POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE EXTERIOR OF FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS OR SLAB FOUNDATION LOCATED BELOW GRADE. THE CLARENCE BETWEEN FOAM PLASTICS INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE AT LEAST 6 INCHES (152 mm). INCLUDING ALL EXCEPTIONS PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAS BEEN PREPARED TO MEET FBC STANDARDS LATEST EDITION. IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER/CONTRACTOR TO VERIFY LOCAL, COUNTY AND STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH BUILDING CODES AND ORDINANCES FOR CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER APPROVAL BY GOVERNING AREA MUST BE DONE SO WITH THE CONSENT OF LINN ENGINEERING AND DESIGN, INC.. ANY CHANGES MADE WITHOUT CONSENT WILL FORFEIT LINN ENGINEERING AND DESIGN, INC. FROM ANY LEGAL CONTINGENCIES WHICH MAY RESULT FROM CHANGES. kil I ELEVATION NUMBER �-� SHEET NUMBER A SECTION LETTER `�.' SHEET NUMBER A.F.F. = ABOVE FINISHED FLOOR B.F.F. = BELOW FINISHED FLOOR CLG = CEILING INT. = INTERIOR S.F. = SQUARE FOOTAGE TYP. =TYPICAL Q =LINTEL CALL OUT (SYP) - No. 2 SOUTHERN YELLOW PINE GENERAL INFORMATION 1 STORY CMU BLOCK RESIDENCE 10'-0" MAIN BEARING PLATE AT RESIDENCE ARCHITECTURAL SHINGLES AREA SUMMARY CONDITIONED: 1700 S.F. GARAGE: 432 S.F. ENTRY/PORCH: 273 S.F. GRAND TOTAL: 2,405 S.F. SHEET INDEX SHINGLE TITLE SHEET: 0.1 SITE PLAN: 0.2 FOUNDATION PLAN: 1.0 ROOF PLAN: 2.0 ELEVATIONS: 3.0 FLOOR PLAN: 4.0 DETAIL SHEET: 5.0 ELECTRICAL PLAN: 6.0 EL APPROVAL CODES 25 SIMPSON: WINDOWS & DOORS: SHINGLE APPROVAL CODES AND AB44 = 10849.1 INSTALLATION FOR BC4 = 10860.2 ALL WINDOWS AND H-8 = 11470.3 DOORS ARE ON H10A - 11478 2 THE PURCHASE ORDER H H4 = 10446.9 HUC410 = 10655.78 & 10655.79 META18 = 11473.17 M ETA20 = 11473.18 SPI = 10456.4 SP2 = 10456.42 110, 10 lima ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED HEREIN. SHOULD THE OWNER OR CONTRACTOR CHANGE TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER REVIEW BY THE BUILDING ENGINEER IS REQUIRED. GENERAL ROOF LOADING TOP CHORD LL SHINGLE METAL TILE HEAVY TEE ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 10 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 40 40 45 55 BOTTOM CHORD LL (OPT) c CONSTRUCTION OR VIOLATI EFFECTIVE ATTICS W/ LIMITED STORAGE 20 WIND PRESSURE WIND AREA AND SUCTION (PSF) ATTICS W/ HEAVY STORAGE 50 (SQ FEET) (+) VALUE DENOTES PRESSURE * ATTICS W/ NO STORAGE 10 (-) VALUE DENOTES SUCTION (NON -CONCURRENT) Q O 4 NOTE: LL REDUCTIONS ARE ALL PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSE) COMMENTS: TOP CHORD DL 10 (PSF) TEE BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) THE FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION (2017) (AND ASCE 7-10.) BUILDING CODE CRITERIA FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE -BUILDING 6TH EDITION (2017) FLORIDA BUILDING CODE-RESIDENTAL 6TH EDITION (2017) ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 PLUMBING CODE: FLORIDA BUILDING CODE -PLUMBING 6TH EDITION (2017) MECHANICAL CODE: FLORIDA BUILDING CODE -MECHANICAL 6TH EDITION (2017) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 6TH EDITION (2017), NFPA 58 LIQUIFIED PETROLEUM GASES LATEST EDITION NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS. LATEST EDITION OSHA ACCESSIBILITY CODE: FLORIDA BUILIDING CODE -ACCESSIBILITY 6TH EDITION (2017) ENERGY CODE: FLORIDA BUILDING CODE -ENERGY CONSERVATION 6TH EDITION (2017) FIRE CODES: FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) NOTE: ALL STRUCTURAL & MISC. STEEL TO BE A40 Fy = 40 KSI. (UNLESS NOTED OTHERWISE) HEADER LEGEND H1 (2) 1 3/4 x 12" LVL HEADER SUPPORTED ON EACH SIDE BY 4 x 6 P.T. WOOD POST CONTINUOUS TO CMU BOND BEAM. USE HTT-5 @ BOTTOM OF EACH POST AND (2) MSTA-30 FROM POST TO HEADER ON EACH SIDE. 112 l 2) 2x12 WOOD HEADERFUPPORTED ON EACH SIDE BY (2) 2x'JACK' STUDS & (2) 2x FULL-LENGTH STUDS ADJA�r _NT. USE (2) SP CONNECTORS @ BOTTOM ON EACH SIDE AND (2) LSTA-24 FROM HEADER TO STUDS ON EACH SIDE. H3 (2) 1 3/4 x 16" LVL HEADER SUPPORTED ON EACH SIDE BY JP -12 EXTENDING CONTINUOUSLY TO CMU BELOW w/ #15 MOISTURE BARRIER BETWEEN POST & CMU H4 2) 1 3/4 x 12" LVL HEADER SUPPORTED ON ONE SIDE WITH MBHA 3.56x12 HANGER & ON THE OPPOSITE SIDE BY (3) 2x'JACK' STUDS w/ (2) 2x FULL-LENGTH STUDS ADJACENT. USE HTT4 c@r BOTTOM AND (2) MSTA-24 FROM STUDS TO HEADER RECORD COPY COMPLIANCE NER ), tSTRUED TO B A WORD( AND NO F AS ;EL. ALTER ORS : r OF THE TECHNI AL F A PERMIT PRE JEN )M THEREAFTEF ERRORS IN PLA is, INS OF THIS CO F )N TEST 'ED ced �cttun 9 r, a 0_ a 0-1.0- A I q '<'n1 rr O 6, m O r' N ^ DESIGN STATEMENT RE -VIEWED FOR CODE P M TEE 2- U.l p M � Ig THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF DATE w THE FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION (2017) (AND ASCE 7-10.) WIND SPEED (V ULTIMATE) 140 MPH 5A1�9FOFtD F3JiLl7fi� WIND SPEED (V ALLOWABLE) 108 MPH 0 a a a WIND IMPORTANCE FACTOR 1 A PERPAIT ISSUED SHAT -L be C V BUILDING CATEGORY II I.ICENSETO PROCEED WITH TF1 EXPOSURE CATEGORY ^�U HORITY "1'O VIOLATE. CAN a A INTERNAL PRESSURE COEFF. .18 -ASIDE ANY 01- THE PROVISION: Co COMPONENTS & CLADDING 29.4 PSF/-39.4 PSF CODES, NOR SHALL ISSUANCE " BUILDING TYPE V THE BUILDING OFFICIAL FF 0 REQUIRING A CORRECTION a c CONSTRUCTION OR VIOLATI EFFECTIVE WIND PRESSURE (10 WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA Q O 4 10 29.4 (+) 29.4 (-) 31.9 (-) 39.4 O (+) 28.1 (+) 28.1 20 (-) 30.6 () 36.7 l�- 50 (+) 26.3 (+) 26.3 (_) 28.8 (-} 33.2 C� 1 CT_1( (+) 25.0 (+) 25.0 100 (-) 27.5 (-) 30.6 REQUI Results to be at Slab /nsp DIAGRAM GARAGE DOORS* OVERHANG 16'-0" x 8'-0" 16'-0" x T-0" (-) 55.3 (+) 24.5 (+) 24.8 (-) 29.6 (-) 30.2 8 4 6: 9'4" x 8'-0" 18,4" x 8'-0" (+) 25.6 (+) 24.3# H 31.8 (-) 29.2 GENERAL PRESSURE NOTES NOTES: S,81 IN 1. " a = END ZONE IS ONLY W/IN T-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. COMPLIANCE NER ), tSTRUED TO B A WORD( AND NO F AS ;EL. ALTER ORS : r OF THE TECHNI AL F A PERMIT PRE JEN )M THEREAFTEF ERRORS IN PLA is, INS OF THIS CO F )N TEST 'ED ced �cttun 9 r, a 0_ a 0-1.0- A I q '<'n1 rr O 6, m O r' N ^ Lij rz V J W j L M z p M � Ig Q w XO ! A O P o a �4 0 a a a 0x �v V -1 Lij rz V J W j Ui1111 � z Q z 0 �4 E a a a A V O p o U a A U Co m Q� 0 �0') c ox (10 Lij rz V J W j DATE 1/19/2013 PROJFGT NO. 20700-17-100 5HF=F=T NUMBER Q E Uj 0 I- Co Q� 0 �0') c ox (10 (� Q � O 4 O l�- U DATE 1/19/2013 PROJFGT NO. 20700-17-100 5HF=F=T NUMBER Lot 65 -Benchmark Information- Fnd. %2' Rebar p Seminole County Survey Datum Elevation: 42.662' (No Identification) �V Seminole County B.M. 817-13-06 eek 6� � � Elevation: 42.662' �: „ ,,�//6� Street: Park Ave. Description: PK & Nail Seminole County Disk In Sidewalk 25'± West A ` of Park Ave., 120' North of West 18th Street In Front of Res.# 1706. set �i2" Rebar & Cap "LB 7623" (Elevations are based upon North American Vertical Datum 1988E mi -Site Benchmark Information - Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 46.36' r BM #2 0 41 -H Set Nail & Disk (LB 7623) in Edge of Pavement Elevations 4733' 0 �h♦ N N Existing Elevations (Typical) U =N a U a s West 57.5 Feet of Lot 102 0 01 of Lot 102 Sanford Heights a Plat Book 2, Page 63 57,50' (P) n N 89055'42" W 57.47' (M) U Fnd. 3/4" IP (No Identification) "U U 01 r_. O 0 CJ 4- u 0 L n Q 0 c U i West 42.5 Feet of Lot 101 and East 7,5 Feet of Lot 102 Sanford Heights Plat Book 2, Page 63 Adjacent Shed on Conc. FFE=47.56' • •i Set 1 onc. & c` QP. M la 8, LIJT 9; 1b F-1 15.4' 0 % //PROPOSE , < SINGLE STORY BLOCK .,� W 48.41 F. F. jl/%/�j j /�'///i� U) LO LO tK N T_ 0 , C) C) Adjacent Residence # 402 tK be FFE=49.08 0, tK� 7.4 A Fnd. 3/4" IP (R/W) (No Identification) Tree Note: Palm - Denotes Tree Type (18") - Diameter of Tree measured at Chest Height Rebar "LB 7623" O 07 Ad tK m � tx �7 r(b �' G Guy Fnd. '/2" Debar o :. Set '/� Rebar N L & Cap "PLS 3382' ® & Ca "LB 7623" ® (0�, '� �• k7A I 5.00741 M `Y' -tK •\ _�7 PP •� tK tX '� o AN tX (No Identification) ��`? ,� •� '1 3� ,�ti ON °� • ° Fnd . /4" IP i. , '. •r • l: .. . ,,,. . 2.07'W. Y . 2' Curb & Gutter BM tK c� AL ris Fnd. 1" (No Identif I..L� .� a � O s Z BM wz W � � 'I #1 W �Q J "V X O o V/ b zw= Q1z c w 0 0 CD-4_ W Li -� L. 06 z z o wLLJ z "` z �- '0 (Y)�` za (-Y) V) U o O i o O ca o O Z 0 tK� r a J V z y 0 V) z Rebar "LB 7623" O 07 Ad tK m � tx �7 r(b �' G Guy Fnd. '/2" Debar o :. Set '/� Rebar N L & Cap "PLS 3382' ® & Ca "LB 7623" ® (0�, '� �• k7A I 5.00741 M `Y' -tK •\ _�7 PP •� tK tX '� o AN tX (No Identification) ��`? ,� •� '1 3� ,�ti ON °� • ° Fnd . /4" IP i. , '. •r • l: .. . ,,,. . 2.07'W. Y . 2' Curb & Gutter BM tK c� AL ris Fnd. 1" (No Identif I i IU. i it (No Identific SW Corner c 0 10 20 SCALE AS SHOWN I..L� .� a � O s Z CSI wz W � � 'I � W �Q J W .6 X O o �mo�C b zw= Q1z c w 0 0 C) W Li I i IU. i it (No Identific SW Corner c 0 10 20 SCALE AS SHOWN N LU �Q U) n Q 0 0 J Z E wz W � � 'I Z{� pMN L �Q J W .6 X O o �mo�C zw= Q1z c w .o 0a U Li -� L. z z o wLLJ z "` z �- L0 za Q 0 V) U o O i o O ca o N LU �Q U) n Q 0 0 J Z E wz W � � 'I Z{� pMN L �Q J W .6 X O o �mo�C zw= Q1z c w .o 0a U -� L. z z o wLLJ z "` z �- L0 za Q 0 V) U o O i o O ca N O Z ca r a J V z y 0 V) z u V) o o Q 0 Q z U) V) 0 z o U fr W D_ o oil N LU �Q U) n Q 0 0 J Z E wz W � � 'I Z{� pMN L �Q U) T_LLC"i W .6 X O o �mo�C zw= Q1z c w .o 0a U -� L. z z o wLLJ z "` z �- L0 za Q 0 V) U o O i o O ca ❑ -� Z ca r a J z z y 0 V) S ¢ u V) o o Q N LU �Q U) n Q 0 0 J DATE PROJECT NO. 20700-17-100 SHEET NUMBER 0.2 <� a P w .o -� L. .,� o O- p Cf3 ❑ -� cry a0 0 0 Q U) 0 r U DATE PROJECT NO. 20700-17-100 SHEET NUMBER 0.2 4" CONCRETE SLAB OVER TREATED COMPACTED FILL. 6X6 10/10 WWM EQUAL) (OR EQUAL)L) _ FIN. FLR. GRADE V. D O D D D 2-#5 REBAR ON CHAIRS 18" r'+ � � � TYPICAL AT ENTRY NOM. 1" DEPRESSION BLOCK WALL NOM. 1" DEPRESSION # 5 REBAR DOWEL WITH IL COMPACTED FILL. FOR DOOR FRAME `Z STD. 10" HOOK AT `L 4" CONCRETE SLAB 8" X 16" CMU Ip LOCATIONS SHOWN ON OVER TREATED BLOCK WALL COM ACTED FILL. FOUNDATION PLAN 4" CONCRETE SLAB cD �9 `P � nv _ 4 FLR. 6X6 10/10 WWM — - N N. .`�6X610/10 n (OR EQUAL) 4 p`" ° Q Q n 2-#5 REBAR ON CHAIRS �8" I (OR EQUAL) 6X6 10/10 WWM FIN. } -t L P O P !r 4" CONCRETE SLAB (OR EQUAL) N < Q OVER TREATED — .FIN, > O COMPACTED FILL. FIN. _ FLR. D �'A P D D D D D D ° F�n u_ u_ 4 1 Q _ 4 ° 7J 2-115 REBAR ' '(a y. Q '4 �'n GRADE TYPICAL AT GARAGE SLAB b .9 _%, D > ti 2" FRAME WALL V ° V ° 1 s" - r r 22" A (OR EQUAL) TYPICAL REGESS AT GARAGE SLAB D P• DU ° °y 245 REBAR ON CHAIRS 18 Ai n TYPICAL MONO CMU "i BEARING WALL AT 4" CONCRETE SLAB OVER TREATED COMPACTED FILL. 6X6 10/10 WWM EQUAL) (OR EQUAL)L) _ FIN. FLR. GRADE V. D O D D D 2-#5 REBAR ON CHAIRS 18" r'+ � � � TYPICAL AT ENTRY Y# 5 REBAR DOWEL WITH STD. 10" HOOK AT LOCATIONS SHOWN ON FOUNDATION PLAN 4" CONCRETE SHOWER SLAB, PITCHED TOWARD DRAIN I 4" 3,000 P.S.I. CONC. SLAB W/6 X 6 #10 W.W.M. OVER EMIL. POLY VAPOR BARRIER I OVER CLEAN EARTHEN TERMITE TREATED SLAB TO 95% OPTIMUM DRY DENSITY -._ - T - FIN. ° FLR. GRADE P 1 PP D tu- D to D 4_ - r , P • , c. C _ -� 18"W x 20"D 3,000 RS.I _21 U° ° o° CONC. FTG. W/(2) n rr rr m r No.S REBAR CONT. SHOWER RECESS NOM. 1" DEPRESSION BLOCK WALL NOM. 1" DEPRESSION 4" CONCRETESLAB OVER TREATED IL COMPACTED FILL. FOR DOOR FRAME `Z OVER TREATED `L 4" CONCRETE SLAB 8" X 16" CMU Ip OVER TREATED BLOCK WALL COM ACTED FILL. COMPACTED FILL. 4" CONCRETE SLAB cD �9 `P � nv _ 4 FLR. OVER TREATED — - 0� N. .`�6X610/10 n WWM 4 p`" ° Q Q n 2-#5 REBAR ON CHAIRS �8" I (OR EQUAL) 6X6 10/10 WWM FIN. } -t L P O P !r r" 12 (OR EQUAL) N < Q — .FIN, > O FLR. 'D 4 D �'A P D D D D D D ° u_ u_ V ? V ° _ 4 ° ° 2-115 REBAR ' '(a 2-#5 REBAR �'n ON CHAIRS V2 TYPICAL AT GARAGE SLAB b .9 _%, ON CHAIRS > ti 2" FRAME WALL V ° V ° 1 s" - r r 22" A (OR EQUAL) TYPICAL REGESS AT GARAGE SLAB 4" CONCRETE SLAB Y# 5 REBAR DOWEL WITH STD. 10" HOOK AT LOCATIONS SHOWN ON FOUNDATION PLAN 4" CONCRETE SHOWER SLAB, PITCHED TOWARD DRAIN I 4" 3,000 P.S.I. CONC. SLAB W/6 X 6 #10 W.W.M. OVER EMIL. POLY VAPOR BARRIER I OVER CLEAN EARTHEN TERMITE TREATED SLAB TO 95% OPTIMUM DRY DENSITY -._ - T - FIN. ° FLR. GRADE P 1 PP D tu- D to D 4_ - r , P • , c. C _ -� 18"W x 20"D 3,000 RS.I _21 U° ° o° CONC. FTG. W/(2) n rr rr m r No.S REBAR CONT. SHOWER RECESS 0 E TYPICAL LOAD-BEARING CMU WALL L AT 4" STEP DOWN 8" X 16" CMU NOM. 1" DEPRESSION BLOCK WALL # 5 REBAR DOWEL WITH 4" CONCRETESLAB OVER TREATED IL COMPACTED FILL. STD. 10" HOOK AT `Z OVER TREATED `L LOCATIONS SHOWN ON 8" X 16" CMU Ip FOUNDATION PLAN BLOCK WALL COM ACTED FILL. \7 4" CONCRETE SLAB —0 `P � nv _ 4 FLR. OVER TREATED — - 0� — - n COMPACTED FILL. 4 p`" ° Q Q n 2-#5 REBAR ON CHAIRS <} v® A O 6X6 10/10 WWM cv L P O P !r r" 12 (OR EQUAL) N < Q — .FIN, O FLR. 777 D �'A P D �— D D t D ° u_ u_ 2-95 REBAR _ 4 ° ° 2-115 REBAR ON CHAIRS 18" �'n ON CHAIRS V2 TYPICAL AT GARAGE SLAB > ae D > ti 2" FRAME WALL V ° V ° r 22" 0 E TYPICAL LOAD-BEARING CMU WALL L AT 4" STEP DOWN 8" X 16" CMU NOM. 1" DEPRESSION BLOCK WALL FOR DOOR FRAME 4" CONCRETESLAB OVER TREATED IL COMPACTED FILL. �C `Z OVER TREATED `L 6X610/10 WWM Q Ip D (OR EQUAL) COM ACTED FILL. \7 IN- 77---—^ TIN- —0 `P � nv _ 4 FLR. a A- A r • a 0� n V 4 p`" ° Q Q n 2-#5 REBAR ON CHAIRS <} v® A O - cv L P O P !r r" 12 TYPICAL RECESS AT THRESHOLD # 5 REB EL WITH STD. 10" HOOKA LOCATIONS SHOW FOUNDATION PLAN N 6X6 10/10 WWM (OR EQUAL) w N 4" CONCRETE SLAB � F TYPICAL MONOLITHIC SLAB INTERIOR WALL W/ 4" STEP I. ALL WORK SHALL CONFORM TO 2011 (6TH ED.) FLORIDA BUILDING CODE 2. FOUNDATION DESIGN 15 BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF 3, ALL CONCRETE SHALL HAVE A MIN. FC = 3,000 P.S.L AT 28 DAYS, 4. WELDED WIRE FABRIC (IF USED) SHALL CONFORM TO ASTM A-615 GRADE 60 AND A-305 5. FIBER REINFORCING (IF USED) SHALL CONFORM TO 5TD. BLDG. CODE REQUIREMENTS. 6, POLY VAPOR BARRIER IS TO BE .006" MIN. OVER TERMITE TREATED SOIL THAT HAS BEEN COPACTED TO 9590 DENSITY DRY -1 " ®" INDICATES (U FILLED CELL TIED TO FOOTING AND BOND BEAM OR LINTELS S. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45°, 9. UNLESS OTHERWISE NOTED, ALL PLUMBING THRU-OUT WILL BE CPUC FOR BOTH HOT AND COLD LINES 4 4 HATCHED AREA DENOTES n ©'n 51-AE35 4" B.F.F. > 4" RECE55 WITH FLOOR PITCHED To DRAIN U N t+l O �t 4 r 4 O It 34'-4" 4'-4" 1' �" 16 0 HO I° RE CE55 9� < --------- ------ ---�_=-----------,__ "_ _ IIS (2) No. 5 REBAR Qi Ur P% ctc D v D a D a D a D v D v D v D 1 p< ° U° U° 4 U° 4° V° V° V° ® i ' ` L - -'- - - - -+ pACTUAL DRAIN°LOCATIOhI % 6%6'n ct, TO BE DETERMINED BY D a, n v D v' D ACTUAL TUB 5ELECTION e 4 vn .:5 o° Vn 14 `fin ° 4 ve ° 4 Ve BY OWNER 4'n U V ° V° V° V V° V° V° V° V° o" I'-10" 2'-O" 4- v }'n �'a 4'n 4% 4'n _ > FINISHED FLOOR D. v' D v D a D. v -0'-4"BFF D v D v D q Uv° ° V° ° Ve ° v 4 ° Ve 4 4 4 v �'n 4'n 4' 4'0 , D v D v D vQ A. v D ' V V ° V ° V ° Gam' V ° V ° V ° V ° V r,4� , ° 4 ° 4 ° 4 ° 4 ° 4 4'n 4'n 4'n 4'n 4'n °O V° v° ° U° FINISHED FLOOR ' �`n . 4 �'n . 4 0'n . 4 16'n 4 6 I . 4 6'n U-0" AFF , > _ > _ > > > > _ _ > D. P. A v- A. a A v A. r, P. qv' V ° V ° V ° V O ° U ° V° ° V ° V. ° °V ° t e ° n 4 e 4 ° 4 ° 4 4 ° 4 4 , e 16 4'n . 4'n 4a,b 4 n 4 n 4 n 4 e 4 e 4 e 4 e 4 1 n A ' cjv °D°C� ' <'U° 4 V° Ai v° QF 4 V° 4 V° % % vL�g a v v ! v D v D v------ 11 - V °------ 7- ---vv--^-v-�----;v°° Le a an ------ T ---------_---' - IP , I II ISM I , T ' t-'- t ------------- , PROVIDE POWER TO , , I a ' I WORK ISLAND THRU It- = ZI ' 5LA3 IN ELECTRICAL p ' I ' CONDUIT , ' ----- -----" t 710 ELEV. 0'-0" A,F.F, ; 2'-(J 44" 2'-h" 2'--l",+ I I WALL , 0" X 1611 CMU 5LOCK ALL , , TO 10'-011 PLATE HEIGHT U.N.O. 4" 3,000 P.S.I. CONC, SLAE3 WlroX6 #10 W,W,M, ®,l-� OR FIBERMESN OVER &MIL POLY VAPOR BARRIER �I; I OVER CLEAN EARTHEN TERMITE TREATED FILL II; I I COMPACTED TO 95% OPTIMUM DRY DENSITY , 9-t ' I —+ - - ----- - - - , I , I , I t ' t ' ' � FINISHED FLOOR D ' O 0'-0" AFF ' ® ;------------------------------------------------------------------------------------; rr-- -v --v - _v n° b% V ,V N. V ° V ° V ° ° V ° V ° V ° V ° U ° U ° V ° V ° V V ° ,n ° , ° ° ° ° ° ° V. ° ° ° ° 4 4 4 4 4 4 4 4 Q 4 Q 4 4 4 n X3'_8" Q'C �'n 5'-8"�'n Q n �'c5'-a" �'n n .4'-O"� n 3'-4"'A Q'a . 5'-G" Q'Q Q3a-8.' ° •,v D a A P D v D v D v D v D a D v awp v D a D v D D D a D v° V° V w V° V° V° e e n ° e n 4 4 4 4 4 FINISHED FLOOR ' 4 = w1 4 4 4 4 4 -0'-4" BFF Q'n �_ 4'n 4'n . 4'n 4'n Q'A D v D v D u P aD v D r, d5 vD v D v D v D v D v D v D D v D V° V n U n V o V. ° v_ n V• ° v. ° V. ° V. v V. V. ° V °, 1), ° Q e ° A FOUNDATION FILAN SCALE: 1/4" = I' -O" U 'v i 0 �n (? r 0_1 a- (L 0- IZ IL ;- �C `Z OVER TREATED `L FI -R. Q Ip D 0 COM ACTED FILL. \7 —0 r E: �p rA 0� n m D L\d � ' <} u, O - cv L P O P !r Q N < Q f11 O LL D P DU ° ° u_ u_ 2-95 REBAR _ ° ON CHAIRS 18" 1Q TYPICAL AT GARAGE SLAB U 2" FRAME WALL 6X6 10/10 WWM - (OR EQUAL) 4" CONCRETE SLAB OVER TREATED COMPACTED FILL. (?i ABOV 7 —FIN_ FLR. -4" BFF 245 REBAR N 4 4 ON CHAIRS /J IA D D D 12" F TYPICAL MONOLITHIC SLAB INTERIOR WALL W/ 4" STEP I. ALL WORK SHALL CONFORM TO 2011 (6TH ED.) FLORIDA BUILDING CODE 2. FOUNDATION DESIGN 15 BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF 3, ALL CONCRETE SHALL HAVE A MIN. FC = 3,000 P.S.L AT 28 DAYS, 4. WELDED WIRE FABRIC (IF USED) SHALL CONFORM TO ASTM A-615 GRADE 60 AND A-305 5. FIBER REINFORCING (IF USED) SHALL CONFORM TO 5TD. BLDG. CODE REQUIREMENTS. 6, POLY VAPOR BARRIER IS TO BE .006" MIN. OVER TERMITE TREATED SOIL THAT HAS BEEN COPACTED TO 9590 DENSITY DRY -1 " ®" INDICATES (U FILLED CELL TIED TO FOOTING AND BOND BEAM OR LINTELS S. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45°, 9. UNLESS OTHERWISE NOTED, ALL PLUMBING THRU-OUT WILL BE CPUC FOR BOTH HOT AND COLD LINES 4 4 HATCHED AREA DENOTES n ©'n 51-AE35 4" B.F.F. > 4" RECE55 WITH FLOOR PITCHED To DRAIN U N t+l O �t 4 r 4 O It 34'-4" 4'-4" 1' �" 16 0 HO I° RE CE55 9� < --------- ------ ---�_=-----------,__ "_ _ IIS (2) No. 5 REBAR Qi Ur P% ctc D v D a D a D a D v D v D v D 1 p< ° U° U° 4 U° 4° V° V° V° ® i ' ` L - -'- - - - -+ pACTUAL DRAIN°LOCATIOhI % 6%6'n ct, TO BE DETERMINED BY D a, n v D v' D ACTUAL TUB 5ELECTION e 4 vn .:5 o° Vn 14 `fin ° 4 ve ° 4 Ve BY OWNER 4'n U V ° V° V° V V° V° V° V° V° o" I'-10" 2'-O" 4- v }'n �'a 4'n 4% 4'n _ > FINISHED FLOOR D. v' D v D a D. v -0'-4"BFF D v D v D q Uv° ° V° ° Ve ° v 4 ° Ve 4 4 4 v �'n 4'n 4' 4'0 , D v D v D vQ A. v D ' V V ° V ° V ° Gam' V ° V ° V ° V ° V r,4� , ° 4 ° 4 ° 4 ° 4 ° 4 4'n 4'n 4'n 4'n 4'n °O V° v° ° U° FINISHED FLOOR ' �`n . 4 �'n . 4 0'n . 4 16'n 4 6 I . 4 6'n U-0" AFF , > _ > _ > > > > _ _ > D. P. A v- A. a A v A. r, P. qv' V ° V ° V ° V O ° U ° V° ° V ° V. ° °V ° t e ° n 4 e 4 ° 4 ° 4 4 ° 4 4 , e 16 4'n . 4'n 4a,b 4 n 4 n 4 n 4 e 4 e 4 e 4 e 4 1 n A ' cjv °D°C� ' <'U° 4 V° Ai v° QF 4 V° 4 V° % % vL�g a v v ! v D v D v------ 11 - V °------ 7- ---vv--^-v-�----;v°° Le a an ------ T ---------_---' - IP , I II ISM I , T ' t-'- t ------------- , PROVIDE POWER TO , , I a ' I WORK ISLAND THRU It- = ZI ' 5LA3 IN ELECTRICAL p ' I ' CONDUIT , ' ----- -----" t 710 ELEV. 0'-0" A,F.F, ; 2'-(J 44" 2'-h" 2'--l",+ I I WALL , 0" X 1611 CMU 5LOCK ALL , , TO 10'-011 PLATE HEIGHT U.N.O. 4" 3,000 P.S.I. CONC, SLAE3 WlroX6 #10 W,W,M, ®,l-� OR FIBERMESN OVER &MIL POLY VAPOR BARRIER �I; I OVER CLEAN EARTHEN TERMITE TREATED FILL II; I I COMPACTED TO 95% OPTIMUM DRY DENSITY , 9-t ' I —+ - - ----- - - - , I , I , I t ' t ' ' � FINISHED FLOOR D ' O 0'-0" AFF ' ® ;------------------------------------------------------------------------------------; rr-- -v --v - _v n° b% V ,V N. V ° V ° V ° ° V ° V ° V ° V ° U ° U ° V ° V ° V V ° ,n ° , ° ° ° ° ° ° V. ° ° ° ° 4 4 4 4 4 4 4 4 Q 4 Q 4 4 4 n X3'_8" Q'C �'n 5'-8"�'n Q n �'c5'-a" �'n n .4'-O"� n 3'-4"'A Q'a . 5'-G" Q'Q Q3a-8.' ° •,v D a A P D v D v D v D v D a D v awp v D a D v D D D a D v° V° V w V° V° V° e e n ° e n 4 4 4 4 4 FINISHED FLOOR ' 4 = w1 4 4 4 4 4 -0'-4" BFF Q'n �_ 4'n 4'n . 4'n 4'n Q'A D v D v D u P aD v D r, d5 vD v D v D v D v D v D v D D v D V° V n U n V o V. ° v_ n V• ° v. ° V. ° V. v V. V. ° V °, 1), ° Q e ° A FOUNDATION FILAN SCALE: 1/4" = I' -O" U 'v i 0 �n (? r 0_1 a- (L 0- IZ IL ;- 4: `Z `i; `L Q Q Ip D 0 0 \5 \7 —0 r E: �p rA 0� n m r O <} u, O - cv -' r !r Q F- 3 ll.I tu r ILI f. !V lx O w I- 1- I- Q U 0 Q ILI tA�z to } O U U U uI 73 ILLI IL a aoo�� cnw Q !1! d) P 111 — =3 = } u- tL !X Q z° 0 � O rn o r`' �? . rte•• O i ..n c 0 J loll m lU � J--- . z 1- Ut Q � Q W U Q U u Q r z$ m U W Tal ':E Q LL DATE I/_�4/1019 PROJECT NO. 2000-i1-100 SHEET NUMBER ■ ®� —0 _® LL r (10 0 1 0 ® V! Q f11 LL u_ u_ U DATE I/_�4/1019 PROJECT NO. 2000-i1-100 SHEET NUMBER ■ d - ti N N 'Sv,, Cil CJ3 CJ5 Cil �9 CONNECT TRUSSES TO ISG WITH SIMPSON HIO CLIF OR EaUAL IV 341411 I ) WITH SIMPSON HIO CLIPS OR EQUAL 00CV _ _ 311811 SCALE: 1/411 = 11-011 YOUR CONTACT FOR THIS JOB IS MIKE WHITEMAN PHONE (321) 436-1147 EO i zo BO TYPICAL TfRU,55 ANCHORAGE BUILDING AREA: 2405 SQ. FT. TYR FASTENING: 10d x 1 112" PROVIDE: DOABLEDOUBLE DOUBLE SINULE ANCHOR 1 ANCHOR 3" FASTENER ANCHOR 4 ANCHOR 12" SPACING SPACINO OU-TITY: If2" SPACING (PER ANCHUR) MIN. 6 OFF RIDGE VENTS REQUIRED ALLOWADLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD: LOAD: LOAD: FOUR 530# 1,060# 1,0603 1,0604 FIVE 660# 1,320# 1,3204 1,3204 Six 790# 115604 1,590# 1,5do# SEVEN 920# 1,6104 1,&10# 1,840# EIGHT 1,055# 2,110# 2,1104 2,110# NINE 1,195# 2,370# :,370# 2,3704 RIN 1,320 # 2.3754 2,640 # 2,6404 ELEVEN 1,450# 2,315#2,750# 2,900# TWELVE 1,6204 '2,375# 2,760# $040# THIRTEEN 1,520 # 2,375 # 2,750 # 3,0404 UESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA IS MET: A ONE CONNECTOR INSTALLED ONEACH SIDE OF WOOD MEMBER B. MAXIMUM a U OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED IN ORDER THAT NALS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE R CONNECTOD. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR r LOADS INCLUDE ONE-THIRD INCREASE FOR MIND LOAUING. TRUSS SIMPSON META18 `+/D WITH TSS2 OR EQ. Q %• ON BEAM U LOAD VALUES SHOWN HERE ARE LL FOR USE WITH No.2 SOUTHERN 0 YELLOW PINE MEMBERS ONLY U- DRIP EDGE 3 SHINGLES: FIRST COURSE TO BE FULL SHINGLE SECOND COURSE CUT OFF 10% THRID COURSE CUT OFF 20% FOURNTH COURSE FULL SHINGLE REPEAT ABOVE CUT % F, TYPICAL TRUSS FRAME ANCHORAGE TYP. FASTENING: 10d x 1 1/2" SIN.•1.EDOUBLE DOUBLE DOUBLE FASTENER- ANCHOR ANCHOR 1 ANCHOR 3" ANCHOR 4 :31ANIITYr 12" SPACING SPACING V2' SPACING (PER ANCHOR) ALLalUAbLE ALLOWABLE ALLOWAE+LE ALLGM1IlAESLE LOAD. LOAD, LOAD, LOAD, FOUR 530. I,C60 - 1,060 • I,C60 - FIVE 66O - 1,370- 1.370 • 1,320 - 5IX 190 • 1,680 • 1580 • 1,580 SEVEN 920 + I,B40 • 1y40 ' I,t'40 EIGHT 1,085 • 2,110. 2,110 • 2,110 NINE 1,!85 • 2,310 • 2,3"10 - 2AIV TEN 1.320 - 2X,5 - 2,040 - 2,640 - ELEVEN 1.450- 2,315 - 2,'i50 • 2,900 - TWELVE 1,520 • 2.3"15 • 2,150 • 3,040- THIRTEEN ,040-THIRTEEN 1,520 • 1 2,378 • 2,150 • 3,040 DESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA 15 MET, A. ONE CONKECTCR INSTALLED ONEACH SIDE OF WOOD MENDER. B• MAXIMUM OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE CONNECTOR. D. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR. LOADS INCLUDE ONE-THIRD INCREASE FOR WIND LOADINI. TF155 SIIIF5CN HURRICANE CLIP Bib OR EQUAL TOP PLATE LOAD VALUE5 SHOWN HERE ARE: FOR U5E WITH No.2 3CUTHEP.N YFI 1-OLU PINE 1-ENHER5 ONLY VALLEY CENTERLINE — VALLEY CONSTRUCTION (SEE NOTES) VALLEY UNDERLAYMENT NAILS IN 36" UNDERLAYMENT ARE TO BE 8" TO 10" APART AND TO OVERLAP 2" AT EACH COURSE I IZROOF DEG SAVE STARTER STRIP DRIP EDGE — NOTES FOR SHINGLED ROOF: FLORIDA BUILDING CODE -BUILDING 6TH EDITION (2017) DECK 15/32" PLYWOOD SHEATHING UNDERLAYMENT: (NONPERFORATED #15 ASPHALT SATURATED FELT - AS NOTED ON WALLSECTION/ ROOF PLAN NOTES) VALLEY CONSTRUCTION: SHALL BE IN ACCORDANCE W/MANUF.S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 1.) OPEN VALLEYS: FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED W/METAL, THE VALLEY LINING SHALL BE AT LEAST 16" (4061nm) WIDE OF ANY OF THE CORROSION RESISTANT METALS IN TABLE 1503.2 2.) FOR OPEN VALLEYS, VALLEY LINING OF •TWO PLIES OF MINERAL -SURFACED ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18" (457mm) & THE TOP LAYER A MIN. OF 36" (914mm) WIDE. 3.) FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF 1 PLY OF SMOOTH ROLL ROOFING COMPLYING Wf(H A5 CM D 224 & AT LEAST 36" (914mm) WIDE OR TYPES AS DESCRIBED IN ITEMS 1 & 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT SHALL COMPLY W/ASTM D 1970. FLASHING (1507.2.9): SHALL BE IN ACCORDANCE W/MANUF.S INS rALLATION INSTRUCTIONS OR A CONT. METAL "L' FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT. BOTH HORIZ. & VERT. METAL MIN 4" X 4""L' FLANGES SHALL BE FASTENED 6 INCHES (152mm) O.C. W/APPROVED FASTENERS. ALL LAPS SHALL BE A MIN. OF 4" (102mm) FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO INSURE WATER -SHEDDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZ. FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS W/APPROVED FLASHING CEMENT & MEMBRANE. SHINGLES WILL OVERLAP THE HORIZ. FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. AT ROOF TO VERTICAL WALL CHANGE PROVIDE: 4"x4" "L" (26 GA.) FLASHING NAILED TO WALL & ROOF W/ 1-1/2" ROOFING NAILS @ 12" O.C. FASTENERS: ALWAYS NAIL THROUGH THE FASTENER LINE OR ON PRODUCTS W/O FASTENER LINES, NAIL BETWEEN AND IN LINE W/ SEALANT DOTS. PROVIDE MIN. (6) PROPERLY PLACED NAILS PER SHINGLE. 4 PER STRIP SHINGLE AND 2 PER INDIVIDUAL SHINGLE. "FASTENER SPACING PER SHINGLE CLASSIFICATION FOR WIND SPEED NAILS: CORROSIVE RESISTANT 318" HEAD, MIN. 12 GAUGE 1-1/4" - NEW ROOF 1-112"- ROOF OVERS FASTENERS SHOULD BE LONG ENOUGH TO OBTAIN 3/4" DECK PENETRATION OR PENETRATION THROUGH DECK. ATTACH ROOF SHEA"THING TO WOOD FRAMING MEMBERS WITH 8d RINGSHANK NAILS PER R803.2.3.1 OF FBC DRIP EDGE: SHALL BE PROVIDED @ EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MIN. OF 3". EAVE DRIP EDGE SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MIN. OF 2". DRIP SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. (4" O.C. WHER Vasd IS 110 MPH OR GREATER. TYF'IC,AL ROOF COVERING DETAIL RIDGE VENT CALCULATION ROOF CALL. FOR RIDGE VENTS USING 1/150TH RULE BUILDING AREA: 2405 SQ. FT. REQUIRED SQ. FT. OF VENT = 2405/150 = 16.03 PROVIDE: 6 OFF RIDGE VENTS = 18.00 SQ FT. RIDGE VENTS = 16.03 - 10.00 = 6.03 SQ. FT. 6.0303 = 18.28 LINEAR FT. I 18.28 LINEAR FEET OF RIDGE VENTS REQUIRED -OR- MIN. 6 OFF RIDGE VENTS REQUIRED ROOF FLAN NOTES ROOF SHEATHING / NAILING ZONES ROOF SHEATHING SHALL BE 15/32" EXPOSURE I WOOD STRUCTURAL PANEL THE SHEATHING SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE -BUILDING 6TH EDITION (2017) LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING AND END JOINTS SHALL BESTAGGERED. ROOF PITCH: 6:12 OVERHANG VA" TYPICAL UNLESS NOLEU OTHERWISE 15132' EXPOSURE I WOOD STRUCTURAL PANEL ARCHITECTURAL SHINGLES DIAPHRAGM SCHEDULE SHEATHING TO BE INSTALLED AND FASTENED IN ACCORDANCE WITH TABLE 2304.0.1, FASTENING StICEDULE ITEM NO. 31, WOOD STRUCTRUAL PANELS AND PARTICLEBOARD SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAME) FASTENING: 15/32' TO 10/32" USE Od RINGSHANK FASTENERS LOCATION: 6" O.C. AND INTERMEDIATE, 4" O.C. AT COMPONENT AND CLADDING EDGE ZONE 3. (REFER TO FIGURE 30.5-1, ASCE7) SCALE: 1/4" = 11-011 SHEATHING SHALL BE FAS HENED TO ROOF W/ 3d RINGSHANK, 8d HOT DIPPED GALVANIZED BOX NAILS OR 10.25 GAGE X 2' MINIMUM LENGTH POWER NAILS L 6" O.C. (a3 EDGES AND 6" O.C. @ INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: I ZONE 1. 6" O.C. EDGES AND 12" O.C. INTERMEDIATE FRAME a ZONE 2. WITHIN 48" OF ALL PLUMB EAVES AND RIDGES TO BE W O.C. EDGES AND 6" INTERMEDIATE FRAME ZONE 3. WITHIN 60" OF GABLE END OR GABLE TRUSS ONLY TO BE 4" O.C. AND 4" O.C. INTERMEDIATE FRAME QIOil al1lal II1 \ w :=� -tea Q A m U I L o LU E Q W O 1 IF- z z zz a (� 111 111 11-1 O a U to 0 r ® `+/D %�� `+ / Q O U U LL p 11 0 U- n z !I! pp Q uJ J %3 73 Z3 i3 U- A 0! m z d) Cl a 0 U D 73 TTTiz \ w :=� -tea Q A m U I L o z E Q W O 1 IF- \ w ul F L o z E Q W O (� � Q � Q Z 4 O a U o 0 r ® `+/D %�� `+ / Q O U U U U- n z !I! pp uJ J %3 z Z Y ll - O V i 0! m z d) Cl a 0 n_j L.. — LL O O ry D AT= vl9nola PROJECT NO. 20100-11-100 �H� N�M3ER 2 m 0 -- 4� E Q W O (� � O 0 r ® `+/D %�� `+ / Q 101 U- 4 ll - O I -- U D AT= vl9nola PROJECT NO. 20100-11-100 �H� N�M3ER 2 m 0 -- I i�iILATE HEIS HT B'PJccd FINISH ONj'\ COLUMNS I \ LATE HEIGHT oll 1� 11 OOT ELEVATION SCALE: 1/4" - 11-0" 4" TRIM ON _L OF'ENINC 4" TRIM ON I I �"fa✓-✓=UIUrC STUCCO FINISH ON COLUMNS 3F," HI pcGORATIVE RAILING ISHED FLOOR O" AFF 1 ` I ` I ` I ` 1 ` I ` I ` I ` I ` I ` I ` I ` I ` I ` I ` I I ` I ` I ` I ` I ` 1 ` I ` I ` I ` 1 ` 1 ` I ` I ` I ` I ` I ` I i I I I I I I I I 1 I r r r r r r r r r r r FIftfS}(D- --_ ----------------------------- -O'-4" SFF IV 12 RIGHT ELEVATION SCALE: 1/4" = 11-011 PLATE NEICaNt MIN ON ME ME ME ii ;� M IN MIN No No 11m= mml iff-C-Mrriff-Wrliff- Jill 0 .STUCCO FINISH , -------- - ----------_—_-------- FMISiaEDFLOOR —._—._ _—_—_— —0'-0" AFF INV--__ ISHEI7 FLOOR -O" AFF LINTEL, HT STUCCO FINISH � STUCCO FINISH STUCCO IGG(.7 FINISHI axa GLA55 aLdck I , I FINISHED FLOOR— 12 T "°' O'-O"AFF \s `-'----- --- --------_—_—_—_._.T._T.____.�_�..._____-------.�._—_.-.�._._—_�..._..�._ SCALE: 1/411 = 11-0 SCALE: I/4" = 1'-011 4" TRIM ON A ITECTURAL SNI 11 6 PLATE HEIGHT ' STUCCO FINISH ON COLUMNS O O 36" HI pECORATIYEE RAILING - — - FINISHED FLOOR -0'-4" 76 7 6FF Q Q ui E L O z C11 d z a ; oar Q 1; � Q Q V O 4 p- lll U v U U! OOT ELEVATION SCALE: 1/4" - 11-0" 4" TRIM ON _L OF'ENINC 4" TRIM ON I I �"fa✓-✓=UIUrC STUCCO FINISH ON COLUMNS 3F," HI pcGORATIVE RAILING ISHED FLOOR O" AFF 1 ` I ` I ` I ` 1 ` I ` I ` I ` I ` I ` I ` I ` I ` I ` I ` I I ` I ` I ` I ` I ` 1 ` I ` I ` I ` 1 ` 1 ` I ` I ` I ` I ` I ` I i I I I I I I I I 1 I r r r r r r r r r r r FIftfS}(D- --_ ----------------------------- -O'-4" SFF IV 12 RIGHT ELEVATION SCALE: 1/4" = 11-011 PLATE NEICaNt MIN ON ME ME ME ii ;� M IN MIN No No 11m= mml iff-C-Mrriff-Wrliff- Jill 0 .STUCCO FINISH , -------- - ----------_—_-------- FMISiaEDFLOOR —._—._ _—_—_— —0'-0" AFF INV--__ ISHEI7 FLOOR -O" AFF LINTEL, HT STUCCO FINISH � STUCCO FINISH STUCCO IGG(.7 FINISHI axa GLA55 aLdck I , I FINISHED FLOOR— 12 T "°' O'-O"AFF \s `-'----- --- --------_—_—_—_._.T._T.____.�_�..._____-------.�._—_.-.�._._—_�..._..�._ SCALE: 1/411 = 11-0 SCALE: I/4" = 1'-011 4" TRIM ON A ITECTURAL SNI 11 6 PLATE HEIGHT ' STUCCO FINISH ON COLUMNS O O 36" HI pECORATIYEE RAILING - — - FINISHED FLOOR -0'-4" 76 7 6FF Q Q ui E L O z C11 d z a ; oar Q 1; Lij Lij � Q Q V O 4 p- lll U v U U! DATE l/19/2018 PROJECT NO. 20100-11-100 S{--IEFT N1JMF3ER 3mo 'STUCCO FINISH' SAFE f RAVITY LOAD5 FOR 8" PREGA5T W/ 2" REGE55 DOOR U -LINTELS ALL LINTEL5 TO BE BRF&-IE3 UNL"E55 OTHERWI5E NOTED 5AFE GRAVITY L.OAD5 FOR S" PRECAST l 4 PRESTRESSEID U -LINTELS , ��F3Ctr SIZE SAFE LOAD - POUNDS PER LINEAR FOOT EGRESS TAG TYPE LENGTH TYPE LENGTH aRUo 3RR0-OB O.RFIO-Or'-' bRFI4-013 3RFI8-00 ORF22-05 SF?F26-OB SRF3O-OF` 0RF6-IES 3RFIO-1E3 8RFI4-1f3 8RFI8-113 8RF72-15 8RF26-IES 3RF30-15 AA 3r3 -1E5 3FI2-15 306-10 SF20-IE3 3F24 -I5 3F25-IE3 4'-4" (52") PRECAST 1635 1149 3355 3200 4349 5421 6493 1501 18391 3699 5206 669 ?060 9419 10093 11809 5080 BFD �'-6" (54") PRECAST 1494 1596 3063 2992 3960 4946 59'24 5904 1150 3699 5206 6639 3060 9419 10093 GG 1966 �'-au (6r3") PRECAST Sb6 920 1110 1116 2211 2339 3402 3966 116"1 2401 4561 6309 0060 1911 9311 DD 2110 �'-10" (1O") PRECAST alp 059 1673 1600 2124 2649 3114 3100 1113 2342 4242 6639 0060 1402 3106 EE 2560 6'-8" (.00") PRECAST 191 901 1025 3120 5043 1141 9440 1360 901 1325 3120 5043 1915 9419 10093 FF 3009 �'-6" (90") PRECAST 669 155 1490 2459 3110 5143 1239 5623 155 1490 2459 3116 5143 0990 10093 CcCx 1238 2111 3400 5301 0300 10394 9'-S" (116") PRECAST411 �'-6" (90") PRECAST 466 '399 1560 2253 31213 4091 3146 520 939 1563 2253 3129 4150 1 5091 ALL LINTEL5 TO BE BRF&-IE3 UNL"E55 OTHERWI5E NOTED 5AFE GRAVITY L.OAD5 FOR S" PRECAST l 4 PRESTRESSEID U -LINTELS , ALL LINTELS TO E3E 8F8-15 UNL.E55 OTHERWISE NOTED fi .:; SII, a +i aye -ice •5/(a� i5 mW Rg aFl6-ate •5uu •5 •a UOOP. RECE55 CONNECT EBF -AMS TO i WALLS WITH 51MP50N HANGER5 OR EQL 4X4 PT P05T5 1 SIMPSON Af:3U44 E AND f3C4 CAPS EQUAL (TYP. 4) 16'-4" 5'4" 4'-O!xi" -I [El 48x52 CLASS 131-OCK FLOOR FLAN. SCALE: 1/4" = V-0" 34'-4" H05E floo SFI6-213 m X Q V r W '--CONNECT AMS TO 1-OG1, u In IUALL5 WIT 5IMPSON LU210 r, HANe- E S OR F:=,,,\L X q m OPENING SCHEDULE PRODUCT CODE SIZE SAFE LOAD - POUNDS PER LINEAR FOOT EGRESS TAG TYPE LENGTH 8Da 0F8 -O$ SF12-05 3F16 -OS 8F20-OE3 8F24 -0B SR20-05 SF32-00 3r3 -1E5 3FI2-15 306-10 SF20-IE3 3F24 -I5 3F25-IE3 SF32-15 A 2'-l0" (34") PRECAST 2231 3069 4005 6113 -1541 8914 10394 11309 3069 4605 6113 1541 8914 10394 11809 5080 BFD 3'-6" 142") PRECAST 2231 30'093119 2080 HC 5163 6601 5054 9502 10951 3463 4605 6113 1541 8914 10394 11309 C 4'-0" (45") PRECAST 1966 2561 2151 3320 4890 5961 1034 5101 2693 4605 6113 1541 8914 10394 11309 D 4'-6" 154") PRECAST 1599 1'369 2110 2931 3153 4516 5400 6224 2109 4315 6113 '1541 1 8612 10294 11809 E 5'-4" (64") PRECAST 1211 1349 1436 19139 2560 3123 3686 4249 1663 30'30 5365 1541 1342 {I9 8"133 10121 F 5'-10" CIO") PRECAST 1062 1105 1113 1'031 2090 2549 3009 3,410 1451 2622 4360 116:3 603E(19) 1181 0320 (�a") PRECAST 900 1230 2111 "3400 3031 3101 4333 5061 1238 2111 3400 5301 0300 10394 3,325 H �'-6" (90") PRECAST X43 loll 1129 2632 2205 26933K31 3605 loll 1129 2661 3890 5631 3461 6412 oP (112") PRECAST 554 699 1160 1625 2564 3436 2510 3302 152 1245 IS,4-3 2564 3406 4105 6390 1: 10'-6" (126") PRECAST 4f� 535 390 1241 2093 2111 2163 2536 643 1052 1533 2093 2161 3643 4154 (136") PRECAST 362 502 945 1366 1346 2423 3121 4006 532 945 1306 1046 2423 3121 400b z O (144") PRECAST 331 540 813 1254 1604 2193 2005 3552 540 013 1254 1684 2193 2005 3552 N 13'-4" (160") PRECAST 296 411 155 1015 1428 1038 2316 2883 411 155 1015 1423 1333 2316 2003 P 14'-0" (168") PRECAST 279 424 106 1002 1326 1691 2121 2630 442 10'0 1002 1326 1691 2121 2/030 Q 14�-5" (116") PRESTfZESSED N.R. NR NR NR NR NP. NP. NR 456 183 1310 1902 2245 2511 2112 R I5'-4" (18'4") PRESTRESSED N -R. NR NR NR NP. NP. NR NR 412 110 1250 1133 2056 2320 2513 S 1-1'-4" (208") PRESTRESSED N.R. NF: NR I NR NR NR NP-. NR 300 543 950 1326 16,013 1849 2041 T 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 150 1031 1202 1515 1116 u 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 160 340 595 345 1114 1359 1468 v 22'-0" (264") F-RESTRE35ED N.R. NR NR NR NR NR NR I NR 1/05 315 550 164 1041 1235 1399 W 24'-0" (288") PRE3TRE33ED N.R" NR NR NR NR NR NR NR 129 250 1 450 654 564 1092 1222 ALL LINTELS TO E3E 8F8-15 UNL.E55 OTHERWISE NOTED fi .:; SII, a +i aye -ice •5/(a� i5 mW Rg aFl6-ate •5uu •5 •a UOOP. RECE55 CONNECT EBF -AMS TO i WALLS WITH 51MP50N HANGER5 OR EQL 4X4 PT P05T5 1 SIMPSON Af:3U44 E AND f3C4 CAPS EQUAL (TYP. 4) 16'-4" 5'4" 4'-O!xi" -I [El 48x52 CLASS 131-OCK FLOOR FLAN. SCALE: 1/4" = V-0" 34'-4" H05E floo SFI6-213 m X Q V r W '--CONNECT AMS TO 1-OG1, u In IUALL5 WIT 5IMPSON LU210 r, HANe- E S OR F:=,,,\L X q m OPENING SCHEDULE PRODUCT CODE SIZE COUNT EGRESS 3080 SC 3'-0" 2 Yes 16X8 GARAGE DOOR 16'-0" 1 Yes 1680 BFD 1'-6" 1 No 2080 BFD 2'-0" 1 No 3080 BFD 3'-0" 2 No 4080 BFD 4'-0" 2 No 5080 BFD 5'-0" 1 No 2080 HC 2'-0" 1 No 2680 HC 2'-6" 3 No 2880 HC 2'-8" 3 No 2068 SHOWER 2'-0" 1 No 5080 BY PASS 5'-0" 2 No 44X36 GLASS BLOCK 3'-8" x 3'-0" 1 No 48x52 GLASS BLOCK 4'-0" x 4'-4" 1 No 36X72 SINGLE HUNG 1 3'-0" x 6'-0" 4 Yes 42X54 SINGLE HUNG 1 3'-6" x 4'-6" 2 Yes 60X72 SINGLE HUNG 2 5'-0" x 6'-0"4 iL Yes AREA SCHEDULE NAME AREA Conditioned Space 1697 sq ft. Garage 432 sq ft. Porch 273 sq ft. TOTAL 2,402 sq ft, WALL SCHEDULE DESCRIPTION WALL Exterior CMU Block Walls 0- <1 Interior 2x Frame Walls mr Q r � Q cv Interior 2x6 Frame Walls ca r 0- 4 4. 4Q Q." 0- <1 0- <1 Ip mr Q r � Q cv ca r a nJ 0 0 —.1 LL. v v � cC3 0 W �0 -0 LL c r -2- 0 C 0"1— Co ® U) v o Q,^ VI 11- 0 a= U DATE vliInOla FRO�F—OT T1O. zo-Ioo-Il-Ioo 4mO !!! 11.1 ,Z1- F FF 0 z � x T S2 d) 111 1! l Q-. iL 1L tD to 0 r� � p Cn ca M n o- r oP o off. o� ui z O Ln W r �p Q A Q 9 U Ir o O U U U Z } lu -A 3 U Lu nJ 0 0 —.1 LL. v v � cC3 0 W �0 -0 LL c r -2- 0 C 0"1— Co ® U) v o Q,^ VI 11- 0 a= U DATE vliInOla FRO�F—OT T1O. zo-Ioo-Il-Ioo 4mO n� a � 00000U r r r cp Q1 Ul 7<1 Aa SEE ROOF PLAN, ROOF PLAN ALL LAPS 25" MIN. p �� ,= ALUM, RIDGE VENT/ NOTES FOR SPECIFICATIONS OF SHEATHING FELT AND SHINGLE ' ' I \\ OFF RIDGE VENT TYPES 2 X FRAME CONSTRUCTION OR FLOOR JOIST PER DETAILS STANDARD HOOK W/MIN. I VERTICAL REINFORCEMENT 2° x \ 2" x SEE ROOF PLAN FOR - WOOD BASED EXTERIOR SHEATHING TO BE 16d COMMON iD I6" O,G, CALCULATIONS AND LOCATIONS PRE-ENGINEERED ROOF TRUSSES 518"0313 OR BETTER AT TOP ANP BOTTOM EDCaF - I�- -; @ 24" O.C. (SEE TRUSS PACKAGE FOR ADDITIONAL INFORMATION) sf- (RE TAf31 E 2306.1 SEiCCU - Y` = - - _ _ --=- '- - Lu =-3 to Z lu LAYER 1: MEMBRANE STRIP COVERING WOOD FRAME I -= _ -- -LL r-__� �`� ? � lu M1J� :L= lK PITCH PE "R-30" FIBERGLASS BATT. INSULATION TO MASONRY JOINT EQUAL TO PROTECTO WRAP - - — - - — _� _ z ELEVATI S 10" THICK BT-20XL-9" WIDE TO EXTEND 2" BELOW THE CMU OR FOOTING * , - _-= == =�= -= F- f- g 0 O -------VENTILATION CHUTES LAYER 2: No.S CORNER BAR MIN. �� - _= � 1/2 P!_Y1000P - - =-- - to -i V U lu -! U (Q r- z 0 > w _ NON CORROSIVE METAL OR PLASTIC EXPANSION JOINT LAP 25" MINIMUM (TYP.) O HURRICANE ANCHOR AT EACH TRUSS SECOND FLOOR O u p O cz R USE SIMPSON META18 OR EQ. @ EA. TRUSS FRAME 15 POUND FELT DRAINAGE PLANE. DRAINAGE PLANE GROUTED CELL(S) BELOW u Qlz w- l(L OVERLAP CONTROL BEAD FLASHING AND MEMBRANE 2 � � O lL O 11 a - STRIP OVER WOOD FRAME/MASONRY INSULATION HEADER DETAIL 73 LAYER 4: PAPERBACK LATH HEADERS SHALL BE PROVIDED IN ACCORDANCE w w PLATE HGT. PER ELEVATIONS ®�T * I I ® � �y�� y� ��( („� I _ I WITH TABLE A 3.23A WFEM AND FASTENED IN � — � - -4-2" X WOOD TOP PLATE 4 LAYER 5: ACCORDANCE WITH TABLE A-37 WFEM _ a STUCCO FINISH TO BE 7/8" NOMINAL THICKNESS OVER NOT TO SCALE � 1/2" CEILING BOARD FINISH/ -_ °•' _ ALUMINUM DRIP EDGE FRAME CONSTRUCTION AND TO BE 112" NOMINAL THICKNESS STYLE BY OWNER/BUILDER 2" x 6" SUB FASCIA OVER MASONRY CONSTRUCTION C7 LINTEL BLOCK/BOND BEAM VENTED°• 6" ALUMINUM FASCIA BELOW n C7 .o � V W/(1) No.5 REBAR &POUR 50LID SOFFIT Wr3,000 P.S-I. CONCRETE FILL WINDOW HGT. wooD CV n (NOTE: INTERMEDIATE BOND BEAM OVERHANGS fR�LON� BOTTOM CHORD OF PRE ENG. TRUSS SYSTEM BY OTHERS SINGLE TOP PLATE v %� ' REQ. WHEN BLOCK HGT. IS 12'-0") PER ROOF PLAN FIRST FLOOR CONCRETE, HEADERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE A 3.23A WFEM ANU FASTENED IN •U ^p 0 q d PRECAST LINTEL W/MIN. CMU BLOCK OR FRAME P � . F SEE PLAN ACCORDANCE WITH TABLE A-37 FEM _ Q r. `- O -� 4" BEARING @ EA. END SEE LINTEL �{ .2 0 O z SCHEDULE FOR MORE INFO. }...{ C IPLER UDS "+ v 2" X WOOD STUDS @ 16" O.C. 2" x TOP PLATE HEADER INTERIOR PARTITIONS W/(1/2") m GYPSUM WALL BOARD uj —WINDOW STYLES PER OPENING ID WALL WEEP 5�.I�rD R ^ SCHEDULE OR TO BE SELECTED / 2" X STUDS a 16' O.C. :z UNCONDITIONED SPACES: BY OWNER/BUILDER NO SCALE �-VARIES FRAME N FOR SEE PLAN FOR INFO. �—""- CMU STRUCK BLOCK WALLS PRIMED AND PAINTED PER a , HOMEOWNER/BUILDER SPECIFICATIONS 0 1/2" GYPSUM WALLBOARD t�jj GARAGE: FINISH BY OWNEPJBUILDER 2 " x BLOCKING Co)ID HEIGHT 11) — ALL FRAME WALLS AND CEILING TO BE CLAD IN (2) HEADER ST3T=; EA SIDE y 5/8" TYPE "X" GYP BOARD MINIMUM AND FRAME WALLS BASE "FRIM (EA. SIDE OF WALL) - ADJACENT CONDITIONED SPACE TO HAVE MINIMUM SiYLEICOLpR BY OWNERIBUILDER OF R-11 INSULATION 2" x RT BASE PLATE 4' 3,000 P.S.I. CONCRETE SLAB POWER NAILED TO u SEE TVP. WALL SECTION FOR INFO. SLAB Cu) 12' O.C. r WINDOW FRAME FINISHED FLOORU.- -------Q WINDOW SILLS, STYLE BY OWNER/BUILDER +0`0' PRECAST CONCRETE SILL ---SINGLE 2"x P BUT TOM PLATE % 1/2" GYPSUM WALL BOARD OVER _ PER OWNER/BUILDER r 91 P.T. FURRINGINSULATION MSTRIPS W R0 FINISH PER ELEVATIONS TYPICAL INTERIOR FRAMING Df=-TAII- z 1 . __ - CONCRETE BLOCK REINF. W/FRAMINGw T�� SIN INTI IO DOOR a 1" X 4" P.T. NAILER SOLID CONCRETE DOWNPOURS NO SCALE m a u WOOD BASE BOARD @ 6'4" O.C. MAX. W/(1) No.5 REBAR NOT TO SCALE 4" 3,000 P.S.I. CONCRETE SLAB W/6X6 #10 W.W.M. OR EQUAL OVER 6 MIL POLY VAPOR � BARRIER OVER CLEAN EARTHEN TERMITE TREATED FILL TO 95% OPTIMUM DRY DENSITY + 0'- 0" FINISHED FLOOR z GRADE z !1 0 REBAR LINTEL W/MIN. ui oo q o 2-#5 PRECAST SEE FLOOR PLAN FOR "Vo ON CHAIRS 4" BEARING CO-) EA. END. SEE LINTEL PLATFORM SIZE dI 3/4 PLYUJOOD TOP TO >t >I PER SCHEDULE FOR MORE INFO. TONNAGE INFO. SUPPORT WEIGHT OF AIR OUNDATION No.5 VERT. REBAR TIED (VERIFY W/O(UNER, HAN01-FR 6 SIDE FINISH CONTRACTOR ON SITE) (IJ/ (I/2") GYPSUM f3OARD r f� FROM FOOTING TO BEAM PAIN'rED W/ OIL SASE V J SEE FOUNDATION PLAN FOR ENAMEL - COLOR 3Y OJJN-F2 LOCATION/SPACING OF -j _ DOWNPOURS WNERT REBAR - I i I v2" 6YP5UM -0OAF2D rD. cow 15 ! �3�Ase` sTD_ / WTYPICAL 0" GU LOC;< WALL MONO ATTACHED W/HEAT-TREATED "T Q HI -CARBON -NAILS" @8" NO SCALE O.C. MAX. SPECS ON NAILS ! _ TO BE OF108 - 1 3/8" X .097 PRE -CAST CONC. SILL 2"x�t"'� ACRos�orraM INSTALL WINDOW AS PER. FOR SUPPORT MANUFACTURERS SPECS. ASH, RA PLATFORM WINDOW 5UCKING NOT TO SCALE NOT TO SCALE _Q 7d X 2-1#4" LONG CASEHARD NAILS (2) ROWS @24" O.C. STAGGERED, NAILED u THRU 2" X 6" P.T. INTO SPECIFIED LINTEL 4" 2" x 6" P.T. 1011 PRESSURE TREATED FULL 4" LENGTH STUD AGAINST 8" X 16" CONCRETE BLOCK, W/ PRECUT STUD ADJACENT. ATTACH BOTH24" CONC. FILLED CELL W/(1) STUDS TO POURED COLUMN BLOCK WITH 1/2" X 8"'J' BOLTS, ® . 0 2" GARAGE DOOR No.5 FOR OPENINGS� OR EQUAL, AT 24" O.C. Z"X2 TS, ® LESS THAN 12'-0" & CONC. FILLED CELL W/(2} q" STEEL WASHERS AT EACH BOLT 8" C.M.U. WALL SYSTEM _® No.5 FOR OPENINGS 2" X FRAMING 16" O.C. U.N.O. GROUTED CELL Wl(1) m 2411 2411 GREATER THAN 12'-0" @ No.5 VERT. REBAR MIN. 7 > PROVIDE (2) No.5 REBARS HOOKED EXTERIOR FINISHL- I-Z�, C) FROM FOOTING TO TIE BEAM. IF PER ELEVATIONS TRIM MOLDING IF APPLICABLE Q a� GARAGE DOOR INSTALLED �,- "U" BLOCK TYPE BEAM IS USED VERIFY W/OWNER/BUILDER PER MANUF. SPECIFICATIONS HOOK (1) No.5 IN TO EACH COURSE = 0 24" 9'-0" TO 18'-0" M T-11" MIN. TO 8'-1" MAX. BOTT. OF SPECIFIED LINTEL. 24„ TO WITHSTAND WINDS UP TO 110 M.P H. ' OUTER BAR TO TOP COURSE, INNER BAR TO BOTTOM COURSE ' n �QOR- ; ° '®�; ° �ERO� 71 ® (n v Q 00 6'-11” MIN. TO T-1" BOTTOM OF (2"X6" _ _ _. - _ _ _ _ _ 5/8" STD ANCHOR BOLTS MAX. BOTT. OF P.T. HEADER HEIGHT) „ SPECIFIED LINTEL. $-0 MAX. ABV. GARAGE � ;---` f' q� W/ 7" EMBEDMENT MINIMUM �( AND 3X3X1/8" WASHERS ° 3 1/4" x 1/4" TAP -CONS 2" x 4" P.T. —' u - z u `` ' - -"- 6" TO 12" FROM CORNERS _ (1) THROUGH EA. HINGE & BOTTOM OF (2"X6" FINISHED FLOOR) 1l2" X 8" J -BOLTS _ _ _ _ _ _ _ _ _ , In- �-, (3) ON LUCK SIDE t4 24„ P.T. HEADER HEIGHT) 24 OR REDHEAD @24" °1; AND SPACED 18" MAX. I' 1/2" T-0" MAX. ABV. GARAGE FINISHED FLOOR) O.C. MAX & 12" MAX EA. END TVP. 112" X $" "J" BOLT r" � SEE FOUNDATION FOR FTG. SPECS DFROM GYPSUM WALLBOARD 12d. GALV. FINISHING NAILS O jr (BOLTS INSTALLED 2" X 6" P.T. W/NUT & WASHER EA. 1" x 4" FURRING STRIP @ 16" O.C. AROUND JAMB g" GARAGE FLOOR " 8 q INTO MORTAR JOINTS) W/(2) 1/4" PROJECTION (SHOWN) CASING - VERIFY STYLE AND U OR RECESSED (OPTIONAL) 3 1/4" x 1/4" TAP -CONS SIZE WITH OWNER/BUILDER OR 0 (� 1$" O.C. (cP DOOR JAMB DATE 1/2" X 6" "HILTI" "KWIK-BOLT" tn�rzola TYR LAYOUT FOR EQUAL.(3OPENING PER SIDE OF FRAME TO BLOCK DETAIL D®C» JA1"'IF3 DETAIL TVP. LAYOUT FOR EACH PfROJECT NO. 7'-0" GARAGE DOOR 8'-0" GARAGE DOOR NOT TO SCALE NOT TO SCALE 20100-I1-100 OVERMEAD GARAGE DOOM C->,��,4C�� ISO®� J�41'�1� NOT TO SCALE NOT TO SCALE 5x0 <<, E %O GENERAL HVAC NOTF=a ARE IN COMPLIANCE WITH 2011 F.E3,C.M AND F.15.CAEC [Rf=-] IRESIDENTIAl- 1, AN AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO TO SUPPLY THE REQUIRED DISTRIBUTION OF AIR, THE INSTALLATION OF AN AIR DISTRIBUTION SYSTEM SHALL NOT AFFECT THE FIRE PROTECTION REQUIREMENTS SPECIFIED IN THE F,B,C,B, 201-1, DUCTS SHALL BE CONSTRUCTED, BRACED, REINFORCED AND INSTALLED TO PROVIDE STRUCTURAL STRENGTH AND DURABILITY, REFER TO THE F,B,C,M. CHAPTER 6, SECTION 603 - DUCT CONSTRUCTION 4 INSTALLATION. A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE THE APPLIANCE, REFER TO F,B,C,M. 2011 CHAPTER 3, SECTION 306 - ACCESS 4 SERVICE ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CON5TRUCTr=D WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN I INCH AND LABELED IN ACCORDANCE WITH THE UL-IVA, PART i FOR DUCT HOARD OR UL 18115, PART 1 FOR FLEX. ALL THRU-WALL, FLOOR 4 CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND 15 SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE, THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH 2011 F.5,M.C. CHAPTER 6, SECTION 6O3 AND 604 RESPECTIVE TO THE DUCT TAPE USED, L3J ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. EQUIPMENT AND APPLIANCES INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES (16MM) ABOVE ADJOINING GRADE OR SHALL BE SUSPENDED NOT LESS THAN 6 INCHES (152MM) ABOVE ADJOINING GRADE. SUCH SUPPORT SHALL BE IN ACCORDANCE TH THE MANUFACTURE INSTALLATION INSTRUCTIONS. AS PER 2011 F,13.C.M, CHAPTER 3, SECTION 304.10 5, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2011 F.5,C.M, CHAPTER 6. 6, ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH 201`1 F.5.C.M. CHAPTER 5, SECTION 501,5 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO LESS THAN 4 PERCENT OF FLOOR SPACE. F,B,C,M, 2011 CHAPTER 4, SECTION 402,2 ALL EXHAUSTED BATHROOMS, CLOSETS 4 STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKEUP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED, REFER TO 2011 F,B,C.M, CHAPTER 6, SECTION 601,5 BALANCED RETURN AIR - TRANSFER GRILLES SHALL USE 50 SQUARE INCHES (OF GRILLES AREA) TO 100 CFM (OF SUPPLY AIR) FOR SIZING TNIROUGH-THE-WALL TRANSFER GRILLES AND USING A UNRESTRICTED 1 INCH UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BALANCE. REFER TO 2011 F,f3,C,M, 601,6 AND EXCEPTIONS 01 THRU 03, 101 CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL, SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN ONE-E16HTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1 -PERCENT SLOP), CONDENSATE SHALL NOT DISCHARGE INTO ANY STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE, IN ADDITION TO THE REQUIREMENTS OF SECTION 301,11, WHERE DAMAGE TO ANY BUILDING COMPONENTS COULD OCCUR AS A RESULT OF OVERFLOW FROM THE EQUIPMENT PRIMARY CONDENSATE REMOVAL SYSTEM, AN AUXILIARY PROTECTION METHOD SHALL BE PROVIDED FOR EACH COOLING COIL OR FUEL -FIRED APPLIANCE THAT PRODUCES CONDENSATE. REFER TO F,B.G.M 2011 CHAPTER 3, SECTION 30123 #1 THRU #4, CONDENSATE DRAIN SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH F,B.C,M, 2011 CHAPTER 3, SECTIONS 301.2,1 THROUGH 301.2.5 CONDENSATE WASTE AND DRAIN LINE SIZE SHALL BE NOT LESS THAN 3/4" INTERNAL DIAMETER AND SHALL NOT DECREASE IN SIZE FROM THE DRAIN PAN CONNECTION TO THE PLACE OF CONDENSATE DISPOSAL, WHERE THE DRAIN PIPES FROM ONE UNIT ARE MANIFOLDED TOGETHER FOR CONDENSATE DRAINAGE, THE PIPE OR TUBING SHALL BE SIZED IN ACCORDANCE WTH 2011 RB.C.M. CHAPTER 3, TABLE 3012,2 ALL HORIZONTAL PRIMARY DRAIN LINES WITHIN UNCONDITIONED AREAS SHALL BE INSULATED DUCTLESS MINI -SPLIT EQUIPMENT THAT PRODUCES CONDENSATE SHALL BE PROVIDED WITH AN INLINE CHECK VALVE LOCATED IN THE DRAIN LINE OR A TRAP, REFER TO F,B,C,M, 2011 CHAPTER 3, SECTION 301.2,4,1 CONDENSATE PUMPS LOCATED IN UNINHABITABLE SPACES, SUCH AS ATTICS AND CRAWL SPACES, SHALL BE CONNECTED TO THE APPLIANCE OR EQUIPMENT SERVED SUCH THAT WHEN THE PUMP FAILS, THE APPLIANCE OR EQUIPMENT WILL CBE PREVENTED FORM OPERATING, PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. 11. EFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4 HR, SUCTION LINE. MUST BE INSULATED IN ACCORDANCE WITH ASTM E96/E96M-16. REFER TO 2011 F,B,C.M, CH. 3, SEC., 301 12, IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SU55TITUTED, IT'S CAPABILITIES OF 5EN615LE HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. 13, ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2011 F,E3,C.M AND F,B,C,EG IREI RESIDENTIAL 14, THE DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. SEE GENERAL HVAC NOTES: VERIDICAL FLOW AIR HANDLING UNIT GENERAL HVAC DETAIL CONDITION AREA N,T,5, ATTIC: OR UNCONDITIONED AREA ALL "SUPPLY AND RETURN$ MUST FSE MIN. R-6, 1 1/2" FIBERGLASS DUCT OR FLEX IN ATTIC, OR UNCOND, SPACE _ IN CONDITION SPACE MIN_ R-4,1 INCH, RETURN ROOF LAIR � oUF'�'L•� AIR N� SUPPLY AIR Q INTERIOR. WALL REFRIGERANT LINES Tc,EXTERIOR BALL GOND: NSING UNIT CONDENSATE LING - s RETUR AIR� FAN 5CHEC)ULE FAN# MFG.�� OR EQUAL TYPE CFM VOLTS PART* DUCT DIA, I E3ROAN CEILING EXH. FAN 50 120 hS8 4 INCHES 2 5ROAN CEILING EXH, FAN 50 120 F,SS 4 INCHES 3 co Z Lu C FAN EXHAUST DUCT�r o�Z c 0 CEILING CEILING EXHAUST FAN DETAIL EQUIPMENT S C H E D U L_NOTE! ELECTRIC TO E FIELD E VE IFIED BYCUIREMENT ELEC ICTIA❑N//MECCHANICAL UIPMENT CONTRACTOR. A/C MFG. MODEL NO. SENSIBLE NTS /A FAN RLA. M.C.A. BREAKER CFM CFM PEED 1 FLAT ROOF CAP AM FB4CNP036L++TXV crr�v. 25HCE436A0030 256�0 OILING/ROOF 3 T❑N 34200 ROOF FLASHING �"" -� _ _ MIN, '30/1/60 42.9 EXH. DUCT 60 1074 LUvia F AMING 17.9 22 EXHAUST co Z Lu C FAN EXHAUST DUCT�r o�Z c 0 CEILING CEILING LL GRILLE WALL CAP CEILINGFLOOR W/ 13ACKDRAFT FAN Aa0`/E4EX�HAUST DAMPER 7�OR ROOF CEILING z GRILLE 13ATHROOM EXHAUST FAN DETAIL - SIDEWALL PISGHARGE N,T,S, H, V, A, C, EQUIPMENT S C H E D U L_NOTE! ELECTRIC TO E FIELD E VE IFIED BYCUIREMENT ELEC ICTIA❑N//MECCHANICAL UIPMENT CONTRACTOR. A/C MFG. MODEL NO. SENSIBLE TOTAL-BTUH EERMAX LATENT COLING/HEATING �R VOLTAGE /A FAN RLA. M.C.A. BREAKER CFM CFM PEED 1 CARRIER AM FB4CNP036L++TXV crr�v. 25HCE436A0030 256�0 8550 3 T❑N 34200 10 KW 31000 14 '30/1/60 42.9 53.6 60 1074 LUvia TAP 3 17.9 22 30 co Z Lu C Z o�Z c 0 LL (L Ud cc O a � c f Q CnV) u Q n 0 CEJ Lo n ►� v � 0 Z 0 m (D U } �, 0 Q J o � © n U 0 Uu DUCTS MUST BE IN COMPLIANCE WITH CHAPTER 6,201-1 F,B,C,M, SECTIONS 603 4 604 COND. UNIT SLAB SUPPORTS 5 ft. MAX, DISTANCE TYPICAL SPIN -IN FITTING / OR TAP COLLAR APPROVED HANGER WIRE MINIMUM R-6, I I/2" FIBERGLASS DUCT DRAW SAND FOR INTERIOR LINER E OR FLEX IN ATTIC OR UNCONDITIONED SPACI APPROVED HANGAR WIRE MIN, R-6, 1 I/2" INSULATED FLEX 3 TON SUPPORTS 5 ft, MAX, DISTANCE IN ATTIC: OR UNGOND, SPACE 4-6 r m - 4,N HANGER CHANNEL 1,5 INCH WIDE (minJ YPICAL DUCT TRUNK 5UPPORT DETAIL DUCT TRUNK TYPICAL DIFFUSER IN NO GA5 a MATERIAL SUPPORTING FLEX DUCT THAT 15 IN DIRECT GONTAG7 WITH IT MUST ESE LESS THAN I1 INCH& WIDE EXTERIOR LINER SEAL SHALL FASTEN TO DUCT TRU SUPPORT INTREVAL6 NONMETALLIC EDUCTS IZONTAL DUCT - 5FT, ALL DUCT SHALL ESE TESTED IN ACCORDANCE WITH UL 131 TICAL DUCT - 6FT, ALL DUCT SHALL BE L15TED AND LAc ;L ED AS CLA55 O OR CLASS I ALL DUCT SHALL BE A MIN OF R-6 INSULATION W UNCONDITION AREAS HY/A . I_/A T vu I I' RM CLIP "NOTE. 4 CLIP PER GONDEN5INe- UNIT", I" X 1-1/4„ 14 GAUGE METAL I/3" AIR CONDITIONING 6 EACH 3/16" X 3/8" SHEET METAL SCREWS 3/4" IN THE 6L OTTED 14OLES ON RM CLIP ' GTAPCON CONCRETE SCREW THROUGH RM GLIPINTO CONCRETE SLLAE3 14 GAUGE IIIuIIIuuIIIuuIIIII�nIIIIIIIUIIilimnuum -- E:ALVANIZED CONDENSING UN 5/la' STEEL DIA, CONCRETE SLAi3 RM CLIPS ARE G-90 RATED FOR CORRISION/WIND RESISTANCE, 2015 ASCE 10-15, 110 MPH WINDS CONDENSING UNIT MOUNTINGS DETAIL SUPPLY DIFFUSER5 VN MRETURN AIR DIFFUSER OT T -STAT, J 6AL ANCE DAMPER SUPPLY TRUNK RETURN TRUNK WE RECOMEND THAT THE DUCT SYSTEMS SHOULD BE BALANCED FOR OPTIMAL PERFORMANCE PROJECT #; 2 315 0 818 R THIS HVAC SYSTEM AS DESIGNED I' COMPLIANCE WITH 2017 F.B.C.M, AND THE 2017 F.B,C.EC CRE7 RESIDENTIAL EFFICIENT ENERGY SERVICES, INC. ROY AB❑❑D STATE OF FLORIDA RATI RES, # 1316 COMM, #1361 P,O, BOX 181 ALT❑❑NA, FL, 32702 ni IMKIF- r r n nnnn w w a 0 Z 0 Ln w Z z Q U W Q 0 C! O J LL. z >_ Z 0Lu et M V .- Q z N ol c i oLu 0 z a 0 In 0 T- U_ C E LUvia XUh � 0) Q 1.1..) z co Z Lu C Z o�Z c 0 LL (L Ud cc O a � c f Q CnV) u Q n 0 CEJ Lo n ►� v z Q U W Q 0 C! O J LL. Lei uj Q 0 E Q 1.1..) z Z z LL Z Z L w z c� V) n J � Q =o U Q CnV) u Q n 0 CEJ Lo n ►� _j Q L:j � 0 Z 0 m (D U } �, 0 Q J o � © n U 0 Uu CL T V)n n U z Q U W Q 0 C! O J LL. DATE PROJECT NO. 20700-17-100 SHEET NUMBER M1 Q 0 E Q 1.1..) •� LL 0 CC3 ❑-t--+ 0 O L Z Q 67 IL. O U DATE PROJECT NO. 20700-17-100 SHEET NUMBER M1 y CJ CJ: CJ! N N Cil CONNECT TRU55E5 TO WITH 5IMPSON HIO C OR EQUAL I 341411 yr �w 1 v -Vv WITH 51MP5ON HIO CLIP5 OR EQUAL co 311811 �--- N F c\1_1 _1 SCALE: 1/411 = II -011 YOUR CONTACT FOR THIS JOB IS MIKE WHITEMAN PHONE (321) 436-1147 r 3 �b LID %0 m TYPICAL TRUSS FRAME ANCHORAGE TYP. FA5TENING: IOd x 1 1/2" POIiOL E DOU51-E DOUSLP FASTENED SINGLE AN' -HCP -I ANCHCN 3" ANCHOR 4 QUANTITY: ANCHOR 172" SPACING SPACING 1/2. 5PACING (PER ANCHOR) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD, LOAD, LOAD, LOAD, FOUR 530 • I,C60 • If -160 • 1,060 • FIVE 660 + 1,320 • If20 • 1,320 - Six '190 • 1,380 • 1980 • 1,580 SEYEN 920 + 1,840. 1,840 • 1,840 EIGHT X055 • 2,110 • 1.,I, NINE V15 • 291. • 2,310' 2,310 TEN 1920 • 2,315 • 2,'040 • 2,640 ^LEVEN 1,48. " 2915 • 2,150 • 2700 TWELVE 1,520 " 2,315 • 2,150 1 3,040 - THIRTEEN 1,520 • 2,315 • 2,150 1 3,040 DESIGN VALUES HAY 0E POUSLED PROVIDING THE FOLLOWING CRITERIA IS MET: A'ONE CONNECTOR IN3TALLEO ONEACH 51DE OF WOOD MEMBER. B. MAXIMUM OF TWO OF THE SAME CONNECTOR3 PER LOCATION C. CARE 5H0JLD 13E U3EP IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE CONNECTOR. D. 5TRAP5 OR CLIP5 MU5T NOT OVERLAP THE OTHER CONNECTOR. LOADS INCLUDE ONE-THIRD INCREA5E FCR WIND LOADIN3. �TRU53 61MPSON HURRICANE CLIP HIO OR ECMAL TOP PLATE LOAD VALUES SHOWN HERE ARE FOR U5E WITH No.2 SOUTHERN YELLOW PINE METIOER3 ONLY VALLEY CENTERLINE - VALLEY CONS @RUCTION (SEE NOTES) EDGE VALLEY UNDERLAYMENT NAILS IN 36" UNDERLAYMENT ARE TO BE 8" TO 10" APART AND TO OVERLAP 2" AT EACH COURSE , `ROOF DECK 7/) SHINGLES: FIRST COURSE TO BE FULL SHINGLE SECOND COURSE CUT OFF 10% EAVE THRID COURSE CUT OFF 20% STARTER STRIP FOURNTH COURSE FULL SHINGLE REPEAT ABOVE CUT % DRIP EDGE - NOTES FOR SHINGLED ROOF: FLORIDA BUILDING CODE -BUILDING 6TH EDITION (201 -1) DECK 15/32" PLYWOOD SHEATHING UNDERLAYMENT: (NONPERFORATED #15 ASPHALT SATURATED FELT - AS NOTED ON WALLSECTION/ ROOF PLAN NOTES) VALLEY CONSTRUCTION: SHALL BE IN ACCORDANCE W/MANURS INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 1.) OPEN VALLEYS: FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED W/METAL, THE VALLEY LINING SHALL BE AT LEAST 16" (406mm) WIDE OF ANY OF THE CORROSION RESISTANT METALS IN TABLE 1503.2 2.) FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL -SURFACED ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18" (457mm) &T HE TOP LAYER AMIN. OF 36" (914mm) WIDE. 3.) FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF 1 PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 & AT LEAST 36" (914mm) `NIDE OR TYPES AS DESCRIBED IN ITEMS 1 & 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT SHALL COMPLY W/ASTM D 1970. FLASHING (1507.2.9): SHALL BE IN ACCORDANCE W/MANUF.S INSTALLATION INSTRUCTIONS OR A CONT. METAL "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT. BOTH HORIZ. & VERT. METAL MIN 4" X 4"'L" FLANGES SHALL BE FASTENED 6 INCHES (152mm) O.C_ W/APPROVED FASTENERS. ALL LAPS SHALL BE A MIN. OF 4" (102mm) FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO INSURE WATER -SHEDDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZ. FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS W/APPROVED FLASHING CEMENT & MEMBRANE. SHINGLES WILL OVERLAP THE HORIZ. FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. AT ROOF TO VERTICAL WALL CHANGE PROVIDE: 4"x4" "L" (26 GA.) FLASHING NAILED TO WALL & ROOF W/ 1-1/2" ROOFING NAILS @ 12" O.C. FASTENERS: ALWAYS NAIL THROUGH THE FASTENER LINE OR ON PRODUCTS W/O FASTENER LINES, NAIL BETWEEN AND IN LINE W/ SEALANT DOTS. PROVIDE MIN. (6) PROPERLY PLACED NAILS PER SHINGLE. 4 PER STRIP SHINGLE AND 2 PER INDIVIDUAL SHINGLE. "FASTENER SPACING PER SHINGLE CLASSIFICATION FOR WIND SPEED NAILS: CORROSIVE RESISTANT 3/8" HEAD, MIN. 12 GAUGE 1-1/4" - NEW ROOF 1-112"- ROOF OVERS FASTENERS SHOULD BE LONG ENOUGH TO OBTAIN 3/4" DECK PENETRATION OR PENETRATION THROUGH DECK. ATTACH ROOF SHEATHING TO WOOD FRAMING MEMBERS WITH 8d RINGSHANK NAILS PER R803.2.3.1 OF FBC DRIP EDGE: SHALL BE PROVIDED @ EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MIN. OF 3". EAVE DRIP EDGE SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MIN. OF 2". DRIP SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. (4" O.C. WHER Vasd IS 110 MPH OR GREATER. TYPIGAL ROOF COVERING pETAIL RIDGE VENT CALCULATION TYPICAL TRU66 BUILDING AREA: 2405 SQ. FT. ANCHORAGE PROVIDE: 6 OFF RIDGE VENTS = 18.00 SQ FT. TYP. FASTENING: 10d x 1 1/2" 6.03/.33 = 18.28 LINEAR FT. U UODULE DOUBLE DOUBLE FASTENER SINGLE ANCHOR 1 ANCHOR Y ANCHOR 4 QUANTITY: ANCHOR I!2'SPACING SPACING Ir SPACING (PER ANCHOR) 0 1. ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD: LUAU: LUAU: LOAD: FOUR 530# 1,060# 1,060# 1.0604 FIVE 6604 1,320# 1,3204 1,3204 Six 7304 1 1.5801 1.5804 115Bo# SEVEN 9204 1,&104 1,840# 1,8404 EIGI11' 1,055# 2,110 fi 2,110# 2,1104 NINE 1.1854 2.370# 2,310# 2.3704 IEN 1,320 it 2,37511 2,840# 2,8404 ELEVEN 1,450.4 2,3754 2,7504 2,000# TWELVE 65204 2,3754 2,7604 3,0404 THIRTEEN 1,520# 2,3754 2,750# 1 3.040# DESIGN VALUES MAY BE DOUBLED PROVIDING THE FOLLOWING CRITERIA IS ME I: A. ONE CONNECTOR INSTALLED ONEACH SIDE OF WOOD MEMBER. B. MAXIMUM OF TWO OF THE SAME CONNECTORS PER LOCATION C. CARE SHOULD BE USED Q IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE CONNECTOR D. STRAPS OR CLIPS MUST NOT OVERLAP THE OTHER CONNECTOR LOADS INCLUDE ONE-Tt IIRD INCREASE FOR WIND LOADING. TRUSS SIMPSON META18 WITH T552 OR EQ. OND BEAM LOAD VALUES SHOWN HERE ARE FOR USE WITH No.2 SOUTHERN YELLOW PINE MEMBERS ONLY TYPICAL TRUSS FRAME ANCHORAGE TYP. FA5TENING: IOd x 1 1/2" POIiOL E DOU51-E DOUSLP FASTENED SINGLE AN' -HCP -I ANCHCN 3" ANCHOR 4 QUANTITY: ANCHOR 172" SPACING SPACING 1/2. 5PACING (PER ANCHOR) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD, LOAD, LOAD, LOAD, FOUR 530 • I,C60 • If -160 • 1,060 • FIVE 660 + 1,320 • If20 • 1,320 - Six '190 • 1,380 • 1980 • 1,580 SEYEN 920 + 1,840. 1,840 • 1,840 EIGHT X055 • 2,110 • 1.,I, NINE V15 • 291. • 2,310' 2,310 TEN 1920 • 2,315 • 2,'040 • 2,640 ^LEVEN 1,48. " 2915 • 2,150 • 2700 TWELVE 1,520 " 2,315 • 2,150 1 3,040 - THIRTEEN 1,520 • 2,315 • 2,150 1 3,040 DESIGN VALUES HAY 0E POUSLED PROVIDING THE FOLLOWING CRITERIA IS MET: A'ONE CONNECTOR IN3TALLEO ONEACH 51DE OF WOOD MEMBER. B. MAXIMUM OF TWO OF THE SAME CONNECTOR3 PER LOCATION C. CARE 5H0JLD 13E U3EP IN ORDER THAT NAILS ARE NOT DRIVEN IN CONFLICT WITH EACH OTHER OR THE CONNECTOR. D. 5TRAP5 OR CLIP5 MU5T NOT OVERLAP THE OTHER CONNECTOR. LOADS INCLUDE ONE-THIRD INCREA5E FCR WIND LOADIN3. �TRU53 61MPSON HURRICANE CLIP HIO OR ECMAL TOP PLATE LOAD VALUES SHOWN HERE ARE FOR U5E WITH No.2 SOUTHERN YELLOW PINE METIOER3 ONLY VALLEY CENTERLINE - VALLEY CONS @RUCTION (SEE NOTES) EDGE VALLEY UNDERLAYMENT NAILS IN 36" UNDERLAYMENT ARE TO BE 8" TO 10" APART AND TO OVERLAP 2" AT EACH COURSE , `ROOF DECK 7/) SHINGLES: FIRST COURSE TO BE FULL SHINGLE SECOND COURSE CUT OFF 10% EAVE THRID COURSE CUT OFF 20% STARTER STRIP FOURNTH COURSE FULL SHINGLE REPEAT ABOVE CUT % DRIP EDGE - NOTES FOR SHINGLED ROOF: FLORIDA BUILDING CODE -BUILDING 6TH EDITION (201 -1) DECK 15/32" PLYWOOD SHEATHING UNDERLAYMENT: (NONPERFORATED #15 ASPHALT SATURATED FELT - AS NOTED ON WALLSECTION/ ROOF PLAN NOTES) VALLEY CONSTRUCTION: SHALL BE IN ACCORDANCE W/MANURS INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 1.) OPEN VALLEYS: FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED W/METAL, THE VALLEY LINING SHALL BE AT LEAST 16" (406mm) WIDE OF ANY OF THE CORROSION RESISTANT METALS IN TABLE 1503.2 2.) FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL -SURFACED ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18" (457mm) &T HE TOP LAYER AMIN. OF 36" (914mm) WIDE. 3.) FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF 1 PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 & AT LEAST 36" (914mm) `NIDE OR TYPES AS DESCRIBED IN ITEMS 1 & 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT SHALL COMPLY W/ASTM D 1970. FLASHING (1507.2.9): SHALL BE IN ACCORDANCE W/MANUF.S INSTALLATION INSTRUCTIONS OR A CONT. METAL "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT. BOTH HORIZ. & VERT. METAL MIN 4" X 4"'L" FLANGES SHALL BE FASTENED 6 INCHES (152mm) O.C_ W/APPROVED FASTENERS. ALL LAPS SHALL BE A MIN. OF 4" (102mm) FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO INSURE WATER -SHEDDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZ. FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS W/APPROVED FLASHING CEMENT & MEMBRANE. SHINGLES WILL OVERLAP THE HORIZ. FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. AT ROOF TO VERTICAL WALL CHANGE PROVIDE: 4"x4" "L" (26 GA.) FLASHING NAILED TO WALL & ROOF W/ 1-1/2" ROOFING NAILS @ 12" O.C. FASTENERS: ALWAYS NAIL THROUGH THE FASTENER LINE OR ON PRODUCTS W/O FASTENER LINES, NAIL BETWEEN AND IN LINE W/ SEALANT DOTS. PROVIDE MIN. (6) PROPERLY PLACED NAILS PER SHINGLE. 4 PER STRIP SHINGLE AND 2 PER INDIVIDUAL SHINGLE. "FASTENER SPACING PER SHINGLE CLASSIFICATION FOR WIND SPEED NAILS: CORROSIVE RESISTANT 3/8" HEAD, MIN. 12 GAUGE 1-1/4" - NEW ROOF 1-112"- ROOF OVERS FASTENERS SHOULD BE LONG ENOUGH TO OBTAIN 3/4" DECK PENETRATION OR PENETRATION THROUGH DECK. ATTACH ROOF SHEATHING TO WOOD FRAMING MEMBERS WITH 8d RINGSHANK NAILS PER R803.2.3.1 OF FBC DRIP EDGE: SHALL BE PROVIDED @ EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MIN. OF 3". EAVE DRIP EDGE SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MIN. OF 2". DRIP SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. (4" O.C. WHER Vasd IS 110 MPH OR GREATER. TYPIGAL ROOF COVERING pETAIL RIDGE VENT CALCULATION ROOF CALC. FOR RIDGE VENTS USING 1/150TH RULE BUILDING AREA: 2405 SQ. FT. REQUIRED SQ. FT. OF VENT = 2405/150 = 16.03 PROVIDE: 6 OFF RIDGE VENTS = 18.00 SQ FT. RIDGE VENTS = 16.03 - 10.00 = 6.03 SQ. FT. 6.03/.33 = 18.28 LINEAR FT. U 18.28 LINEAR FEET OF RIDGE VENTS REQUIRED OR - -OR- MIN. MIN. 6 OFF RIDGE VENTS REQUIRED ROOF PLAN NOTES ROOF SHEATHING / NAILING ZONES ROOF SHEATHING SHALL BE 15/32" EXPOSURE I WOOD STRUCTURALPANEL THE SHEATHING SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE -BUILDING 6.fH EDITION (2017) LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING AND END JOINTS SIIALL BE STAGGERED. ROOF PITCH: 6:12 OVERHANG T-4" TYPICAL UNLESS NOTED OTHERWISE 15132" EXPOSURE I WOOD STRUCTURAL PANEL ARCHITECTURAL SHINGLES DIAPHRAGM SCHEDULE SHEATHING TO BE INSTALLEOANO FASTENED IN ACCORDANCE WI FH TABLE 2394.9.1, FASTENING SHCEDULE ITEM No. 31, WOOD STRUCTRUAL PANELS AND PARTICLEBOARD SUBFLOUR, ROOF AND WALL SHEATHING (TO FRAME) FAS FENING: 15132" TO 19132" USE 8d RINGSHANK FASTENERS LOCATION: 6" O.C. AND INTERMEDIATE, 4" O.C. AT COMPONENT AND CLADDING EDGE ZONE 3. (REFER "TO FIGURE 30.5-1, ASCE7) SCALE: 1/4" = 11-011 SHEATHING SHALL BE FAS TENED TO ROOF W/ 8d RINGSHANK, 8d HOT DIPPED GALVANIZED BOX NAILS OR 10.25 GAGE X 2" MINIMUM LENGTH POWER NAILS @ 6" O.C. @ EDGES AND 6" O.C. Co_) INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: I ZONE 1. 6" O.C. EDGES AND 12" O.C. INTERMEDIATE FRAME ZONE 2. WITHIN 48" OF ALL PLUMB EAVES AND RIDGES TO BE 6' O.C. EDGES AND 6" INTERMEDIATE FRAME ZONE 3. WITHIN 60" OF GABLE END OR GABLE TRUSS ONLY TO BE 4" O.C. AND 4" O.C. INTERMEDIATE FRAME � f 4y VL ,ry 5g /g. - _oge_z y 111111111 mmmmmmIlml lu O U U w U !A :z V U V z E-0 7 Q z U In III XOci. 0 1. F 0 U O Q n�n N� K lu O U U w U !A :z V U V z E-0 7 Q Q U In III XOci. 0 1. Oma_-r(nCS lu O U U w U !A :z V U V z E-0 to Q Q U z n� 1..1, LL O 0 O DATE 3lIZrsOi9 PROJECT NO. 20100-I1-100 5HEEET MJMBER Q E-0 (Z ®� z0 0 1. Oma_-r(nCS DATE 3lIZrsOi9 PROJECT NO. 20100-I1-100 5HEEET MJMBER I I 12 DECORATIVE VENT AND C4" FRIEZE E30ARD 6] 6� 12 y, � 12 ro - I_� C �-_ HARDI FLANK-- LANK.._..._PLATE ` . .`-_r-1,.-r� �r,•. -�- Q PLATEHEIGHT - w�- r 1 -�r-1-Pr -�- r r '- -I -r '- r-� - - r- TC- 4" TRIM ON Z ALL OPENINGS U Q STtJGGO FINISH ON A STUCCO' .~ y GOLur1Ns FINISH ' LU R O STUCCO I FIN15H 36" HI DECORATIVE RAILING- , FlZ. LU- FINISHED FLOOR AFF n c�a�;�2, IT cn �i FRONT ELEVATION w -a :- � c .' SCALE: 1/4" - 1'-011 a O __ L_ i 1 �_ - _ f J -. �_ -r f _ _ r O --L• _.i _�r- —i T__C �J _ 12 ra m i� ARCHITECTURAL 5HI1�lGLES. _ WCL Lr U ^. -T- 12 �� -- W -�rs lC _L -L T�- r- 4 TRIM ON — T f 1- _ , r _ f —1- - 1i, -. r---_ r �---�- _ ALL OPENINGS - r ---r- �. 1 �it I _ j�� 1-'�----r`�- .._�`-.I._.�'� i i i" __, �•--�--� C PLATE HEIGHT 6�- � Q Q -- — -- ly Q U Z to ( V 91 STUCCO FINISH ON- GOLUNNS 0 STUCCO FIN15H p STUCCO FINISH .' - - ` - - ,' ` STUCCO FINISHLLLU U W L1 Q z U 36" HI DECORATIVE RAILING LU - FI1�i51tf`I7 J-------------'--------_—_-----------------------J-----\—'_----'--------_---------L::jj 'ONISHEPFFLOOR _- -O'-4" E3FF RICHT LEVATiON 12 SCALE: 1/4" = 1'-0" 12 =�r 6 - r -�� I Z O - r - 12 ARCHIIT--E'-C-{TURAL 5HINGLi=5._ r- > PLATE HEIGHT r - --- 7"-T� 7 i rr�LT_] =1''L= r _i-- r�T-'-i ._411 W TRIM ON LINTEL HT ' ALL OPENING 5 , ` - TEMP , 0135 c LQ 4 - STUCCO FINISH ' L11 Ul Q _ FINi5HF17 FLOOR F SNE>ZFLOQR - - - r — AFF (� -O'-4115. REAR ELEVATION U_ 11.. SCALE: 1/4" = 1'-O" C r-=� r- _ r= r- rC= - 1_ -r_�� L_J- - L - _ — -1- ARCHITECTURAL 5HINGL>_S -p-a ��...-�L _ r'T_ T _!_1�. Ca r 1— v_-..).' _ 1 f 7_ r— [_ LL - ARCHITECTURAL SHINGLE S_--�- C _ 11 - _ �. r �� 4 TRIM ON --.I _.C�__r"-�-�� r-- )_� _- -��-r- -r r 12 - �ALL PI=AIINCzSr- _I- _r _ �- OPENINGS_ �Gr � _Q _ - EIGNr TT` _L`._I- 1-I �r�LJ _�_. t? r �i r -r -r -`...r -r_L _, _ _ t r >-r��_ Lr_-t_-Crrr...-'_rr. PLATE HEIGHT-- r— r r_ _._ r r r__.___r.. r-..._ _ --r- r ' 'LINTEL HT ..' J- / �~ �- �- �- �- �- J' J" ~- '` '' '" '` ® v/ Q ,' _' ,` ,` ,` . .` ,• .` .` .` ,` _ - _ _ _ TEMP _ _ _ __ ,` _ .` - 5T1UCC0 FIN15H ON Oi3S GL COLUMNS OPEN ' STUCCO FINISH Q 1 ct7 IF STUCCO FINISH l STUCCO FINISI 36" HI DECORATIVE RAIL I, - �! DATE FINISHED FLOOR,—, --'----------,---------------------------------------_—_---- --- --- \qFO'-O"AFF--------- _ ^^ FMI5HED FLOOR 3%22/013 PROJECT 1'10. �.�ELEVATION _01.411 BFF 20-100-1i-100 SHEET NUMBER SCALE: 1/4" 3aO SAFE GRAVITY LOADS FOR S" PRECAST W/ 2" RECESS DOOR U -LINTELS ALL LINTELS TO BE ORE6-113 UNLESS OTHERWISE NOTED 5A1=E GRAVITY LOADS FOR a" PRECAST 4 PRESTRESSED U -LINTELS VV N�11r1E 1,11 q)x I I Conditioned Space I I I I I I I I I I I I I I !RI 3Gd0 FICI-tt IL IQ9 II Interior 2x6 Frame Walls 7r3� sq Gua OFa-OB RU6 0FF6-OB 5RFIC-015 6RF14-06 ORFI,5-OE5 0RF22-CES ORF26-05 8RF30-0F' aRF0-IFS SRFIO-Ip aRFld-IB 6RFI6-IB 6RF22-IES aRF26-IB 3RF30-113 AA 31`32 -IB 4'-4" (52") PRECAST 1635 1149 3355 32aO 4349 5421 6493 1567 1a91 3'099 5206 0639 x000 9419 10893 BE3 3'-6" 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 494v 5924 ro904 1156 3699 5206 (9639 0060 9419 1Oa93 GC 196r -all (63") PRECAST 266 �)20 ]110 Illy 2211 2x39 3402 396,6 1161 24al 4561 6369 8060 1911 9311 DD 2110 5'-10" (10")0"� PRECAST 310 859 1053 1600 2124 '2049 31-14 3-100 1113 2342 4242 6639 aor o -1402 a106 �� 2560 3123 (30") PRECAST -I9l 901 1825 3120 5040 1141 3442 1360 901 1325 3120 5046 1915 9419 10893 �� t -1'-�0" (90") PRECAST v�9 155 1490 2459 3-1i6 5143 12395623 3400 155 1490 2459 3116 1 5143 0990 10093 GG 50'01 9'4' (116") PRECAST 411 462 999 1566 2253 3129 409] 3140 526 999 15v8 2253 3123 1 4150 5831 ALL LINTELS TO BE ORE6-113 UNLESS OTHERWISE NOTED 5A1=E GRAVITY LOADS FOR a" PRECAST 4 PRESTRESSED U -LINTELS 34'_41- SAFE 4'-4" A/C UNIT r. � 5'--W" 4'4" 6'-7%4" 16'-0" 2'-0" _ TEMP OBS GL 2 HOSE [E] 51B SFI6-2R DOCP. RECE55 4S X 53 5H Eafic 171 111111 Im I&XF, GARAGE DOOR BEAT `., L(2) SPA TUB p No, 5 REBAR (2) No, 5 REPAR- 1 6'-O" , 1 O ' ' I , 3 , , -Eli °f _ d) � I 1 <( 1 1 I 1 ►� Mr45TER ------------------ � 3ATH 4 IU' -U° CEILING 14 CAR GARAGE 4 �i - `' MC MC ± u cv �7 Cl 10'-0 CEILING ® u) LIN ROD SHELF GARAGE FRAME WALLS AND CEILING TO BE 2 - - - - - - - - ., 5/0" TYPE "X" GYP BOARD MIN ROD s SHELF ill d) C1 ; ATTIC ACCESS W/ STAIRS - O m m W,1 C1 1X WATER HEATER PLATFORM (K i IIJ.I.C, w o MIN 24" AFF 5 -2 3 -3 I I I I STEP 2X6 INSULATED WALLS _ 3080 5G ,� O tQ Q :L in LL D AUN�RI' d Q D73 lILIJill 10' 0" CEILING _ u1 rn mty L [E] .9 Xi!1 , 1 I u13 X 10'-9N4' 3'-2u 6 -O/4 9•a }- � m 10'-0" CEILING v =� 13'-114" 2 " © Q 1 MASTER O a) Gas OR E1 ECTRIG SUITE (� O RANGE WITH HOOP �9 , Id -O" CEILING KITCHEN Q ? 2 L411 10 -O GEI�INCY ' L it WORK ISLAND m z k5 4,-011 31 011 Q 9 N in fill ' I 2 Ol 1 - - -'--' - ---- ---- , Eli I 1 , 5EDROOM #2 PAR TOP _ g I � � I z 10'-0" CEILING i tL --------- --- 2'-0" , 12' -Oil' , 2'-ULu II 4 p9 lu fi m I = DINING AREA 1 g I l0'-8" COFFER CEILING z O I , I I 1 ALL LINTELS TO FE -3F,b-IE. -3F8-IE.UNLESS OTHERWISE NOTED VV N�11r1E 1,11 q)x I I Conditioned Space I I I I I I I I I I I I I I !RI 3Gd0 FICI-tt IL IQ9 II Interior 2x6 Frame Walls 7r3� sq Gua OFa-OB FFI2-OE3 OF16-OE5 aF20-OB SF24-CB ?,F26 -OB FF32-OB 6F3 -I15 dF12-IB 6F16 -I13 aF20-IB OF24-IB 61`26-I121, 31`32 -IB A 2'-10" 134") PRECAST 2231 3069 4605 6113 1541 6914 10394 11809 3069 4605 6113 1541 a914 10394 11a09 E3 3'-6" (42") PRECAST 2231 3069 3119 5103 6601 2054 9502 10951 3069 4605 6113 1541 x914 10394 11809 C 4'-O" (4a") PRECAST 196r 2561 2151 3620 429059&I 1034 6101 2093 4605 6113 1541 x914 10394 1 11,309 D 4'-6" (54") PRECAST 1599 1969 2110 2931 3153 4516 5400 6224 2129 4315 6113 1541 6612 10294 11809 5'-4" (64") PR]=CAST 121 1 L'49 1438 1999 2560 3123 3686 4249 1663 3090 5365 1541 1342 (15p 9 1:33 10121 F �'-10" (10") PRECAST 1062 1105 1113 1'031 209025,V3 t 3009 3410 1451 2622 43'00 1168a03c(lg 11,51 3325 GY rv'-6" (-18") PRECAST 902 1238 2111 3400 1 3031 3101 43a3 50'01 1233 2111 3460 5361 2360 10334 6a25 H l'-6" (90") PRECAST -143 1011 1129 21`,32 2205 2696 3191 3685 1011 1129 2661 3898 5681 6461 6412 (112") PRECAST 554 '099 1160 Ib25 2564 34x6 gala 3302 152 1245 1843 2564 348'6 4105 6390 K 10'-6" (126") PRECAST 4 15 535 89C 1241 2093 '1111 2163 2536 643 1052 1533 2093 2181 3643 4154 1136") PRECAST 31`,2 5a2 945 136'010,46 2423 3121 4006 582 945 1300 1846 2423 3121 4006 M 12'-O" (144") PRECAST 33"1 540 613 1254 1684 2193 2605 3552 540 313 1254 1664 2193 2x05 3552 N 13'-4" (160") PRECAST 296 411 155 1015 1422 1836 2316 2823 411 155 1015 142a 163a 2316 2323 P 14'-O" 1163") PRECAST 279 424 106 1002 1326 1691 2121 2630 442 l06 1002 132'0 1691 2121 2630 (116") PRESTRESSEDN.R. NR NR NR NR NR NR NR 456 163 1310 1902 2245 2511 2112 R 15'-4" (I04") PRESTRESSEDN.R. NR NR NR NR NR NR NR 412 110 1250 1133 205a 2320 2513 S n'-4" (208") PRESTRESSE KR, NR NR NR NR NR NP. NR 300 546 950 1326 1609 1249 2041 T 19'-4" (232") PRESTRESSED N.R. NR NR NR NF. NR NR NR 235 420 150 1031 1252 1515 1116 U 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR la0 340 598 845 1114 1359 146a V 22'-0" II (264 ) PRESTRESSED N -R- NR NR NP. NR NR NR NR 165 315 550 184 1041 1265 1399 W 24'-0" (2a8") PRESTRESSE N.R. NR NR NR NR NR NR NR 129 250 450 654 aa4 1092 1222 34'_41- SAFE 4'-4" A/C UNIT r. � 5'--W" 4'4" 6'-7%4" 16'-0" 2'-0" _ TEMP OBS GL 2 HOSE [E] 51B SFI6-2R DOCP. RECE55 4S X 53 5H Eafic 171 111111 Im I&XF, GARAGE DOOR BEAT `., L(2) SPA TUB p No, 5 REBAR (2) No, 5 REPAR- 1 6'-O" , 1 O ' ' I , 3 , , -Eli °f _ d) � I 1 <( 1 1 I 1 ►� Mr45TER ------------------ � 3ATH 4 IU' -U° CEILING 14 CAR GARAGE 4 �i - `' MC MC ± u cv �7 Cl 10'-0 CEILING ® u) LIN ROD SHELF GARAGE FRAME WALLS AND CEILING TO BE 2 - - - - - - - - ., 5/0" TYPE "X" GYP BOARD MIN ROD s SHELF ill d) C1 ; ATTIC ACCESS W/ STAIRS - O m m W,1 C1 1X WATER HEATER PLATFORM (K i IIJ.I.C, w o MIN 24" AFF 5 -2 3 -3 I I I I STEP 2X6 INSULATED WALLS _ 3080 5G ,� O tQ Q :L in LL D AUN�RI' d Q D73 lILIJill 10' 0" CEILING _ u1 rn mty L [E] .9 Xi!1 , 1 I u13 X 10'-9N4' 3'-2u 6 -O/4 9•a }- � m 10'-0" CEILING v =� 13'-114" 2 " © Q 1 MASTER O a) Gas OR E1 ECTRIG SUITE (� O RANGE WITH HOOP �9 , Id -O" CEILING KITCHEN Q ? 2 L411 10 -O GEI�INCY ' L it WORK ISLAND m z k5 4,-011 31 011 Q 9 N in fill ' I 2 Ol 1 - - -'--' - ---- ---- , Eli I 1 , 5EDROOM #2 PAR TOP _ g I � � I z 10'-0" CEILING i tL --------- --- 2'-0" , 12' -Oil' , 2'-ULu II 4 p9 lu fi m I = DINING AREA 1 g I l0'-8" COFFER CEILING z O I , I I 1 ALL LINTELS TO FE -3F,b-IE. -3F8-IE.UNLESS OTHERWISE NOTED Q01 N�11r1E 1,11 q)x I I Conditioned Space I I I I I I I I I I I I I I !RI 3Gd0 FICI-tt IL IQ9 II Interior 2x6 Frame Walls 7r3� sq I I c"lip O 6OX I2 SINGLE HUNG 2 I I d) CONNECT BEAMS TOB WALLS WITH SIMPSON 1_ 11210 4v -1 i ii ' AAID lzi A.. I i 4 lu W 2630 HG i i m ----------------------------- d3AT #2 - Io' -o" c NE HALL_ 10'-0" CEILING: -_ LIVING ROOM 10'-O" CEILING O Q01 N�11r1E 1,11 q)x I I Conditioned Space I I I I I I I I I I I I I I !RI 3Gd0 FICI-tt Garage II Interior 2x6 Frame Walls 7r3� sq I I 6OX12 SINGLE HUNG 2 6OX I2 SINGLE HUNG 2 I I d) CONNECT BEAMS TOB WALLS WITH SIMPSON 1_ 11210 CK i ii ' AAID I i 4 lu W 2630 HG i i ii „ _ I 1 I F i i r+ � I � I I as X N Q � ^I, BEDROOM #3 r E- U to D I U CEILINGS U � I o I t II I i m Q I 1 ti. 1 N I ENTRY PORCH II lo' -o" cEiLING II (2) 2x12 PEAMS-- t> iIitu tX00 -1 D LIVING ROOM 10'-O" CEILING O FLOOR LAN SCALE: 1/4" = 1'-0" CONNECT EAMS TO LOCK WALLS WIT SIMPSON LU210 HANGE S OR EQU L �pAff��,q�� v7<rflSwJIJ�ppS®® N�11r1E P�R�A I I Conditioned Space I I I I I I I I I I I I I I !RI 3Gd0 FICI-tt Garage 432 sq ft. Interior 2x6 Frame Walls 7r3� sq I I 6OX12 SINGLE HUNG 2 6OX I2 SINGLE HUNG 2 I I d) CONNECT BEAMS TOB WALLS WITH SIMPSON 1_ 11210 CK i ii ' AAID i 4 lu W HANGERS OR EOUA i i ii „ F i i r+ � II II X N Q � ^I, E- U to � U U u t II I i m Q I 1 ti. N I ENTRY PORCH II lo' -o" cEiLING II (2) 2x12 PEAMS-- (2) 2x12 BEAMS tX00 -- -------------------------- ---------------- -- ---------------- ---------------------------- STEP 4X4 PT POSTS WIT 42" HI RAILINGS STEP 42" HI RAILINGS _ SIMPSON A51.144 BASES AND BC4 CAPS O EQUAL (TYP, 4) 2'-0u 9 011 2' 011 51-0 It 2' 011 '31-011 2,-o 11 FLOOR LAN SCALE: 1/4" = 1'-0" CONNECT EAMS TO LOCK WALLS WIT SIMPSON LU210 HANGE S OR EQU L �pAff��,q�� v7<rflSwJIJ�ppS®® N�11r1E P�R�A Conditioned Space 1697 sq ft. Interior 2x Frame Walls Garage 432 sq ft. Interior 2x6 Frame Walls 7r3� sq TOTAL �2 sq ft. ° 011, Exterior CMU Block Walls rC Interior 2x Frame Walls ft. CIA Exterior CMU Block Walls rC Interior 2x Frame Walls Interior 2x6 Frame Walls � c� C1 t)) z 0 O � pU � GI � il. Lu rim � ILI F Z O U,a) :63 Q T w O Q U u U! 'DCal � O N Q � E- U to � U U u t m Q Q ULL 42 W tX00 DATE 3/22/2019 PROJECT NO. 20700-11-100 SHEET NUM3ER _4 � O N Q � E- U to � U U u t m Q Q ULL DATE 3/22/2019 PROJECT NO. 20700-11-100 SHEET NUM3ER _4 � O N LL E- U HOUSE PANEL: 200 AMP MLO 40 CIRCUIT NEMA I LOAD CENTER DISCONNECT SWITCH W/ 200 AMP MAIN CIRCUIT BREAKER NEMA 3-R 120/240 V 1 ph SERVICE ENTRANCE CONDUCTORS: 343/0 COPPER CONDUCTORS IN 2" CONDUIT USE CONCRETE ENCASED ELECTRODE ON GROUND ROD SEE NEC 250.52 No 4 BARE GEC TO 5/8" ROD AND FOOTER STEEL 3-1/ CONDUCTORS IN 2" CONDUIT ELECTRICAL METER ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL ceiling fan 5 bladed 01 4 O 6 inch Can Water Proof 7 OWP ceiling classic 1 T11 -, f �1 fluorescent light 1 x 4 3 pendant globe 5 O pot light 16 O exterior light 03 3 � AC Disconnect 1 electrical meter 1 electrical panel 1 Combined CO2 and Smoke Detector 5 co Fan Switch 7 Garage Door Button 1p O Junction box 2 0 cable tv outlet 4 Tv ceiling receptacle duplex 1 Q fan 50 CFM 2 50 CFM fan 90 CFM 1 90 CFM light 6 -- outlet 33 Q outlet 220v 2 outlet gfi 16 (bGF1 outlet wp 4 (LP switch 29 $ switch 3 way 1 $3 telephone 4 wall mounted 02 2 lights 3 OLD ELECTRICAL NOTES 1.) PROVIDE SMOKE + CARBON DETECTORS ADJACENT TO AND IN ALL SLEEPING ROOMS. 2.) ALL SMOKE + CARBON DETECTORS SHALL BE HARD WIRED W/AMINIMUM OF 30 VOLTS AC, BATTERY BACK UP AND INNER WIRED, WHEREAS ANY SMOKE DETECTOR ACTIVATED WILL CAUSE ALL OTHERS TO ACTIVATE. 3.) CABLE T.V. & TELEPHONE RECEPTACLE LOCATIONS SHALL BE VERIFIED W/ OWNER BY CONSTRUCTION JOB SUPERINTENDENT ON SITE OR DURING CUSTOMER PLAN REVIEW. 4.) ELECTRICAL METER LOCATION SUBJECT TO CHANGE AS PER ELECTRICAL COMPANY'S REQUIREMENTS 5.) PROVIDE ARC FAULT BREAKERS FOR ALL NON-GFI OUTLETS 6.) PROVIDE GFI BREAKERS FOR ALL GFI OUTLETS 7.) PROVIDE TAMPER PROOF RECEPTACLES AS REQUIRED PER THE 2014 NEC 406.11 8.) AT LEAST 75% OF THE PERMANENTLY INSTALLED LAMPS OR LIGHTING FIXTURES SHALL BE HIGH EFFICACY PER FBC EC -404.1 ELECTRICAL SPEC, IFIGATIONS 1. All wire from meter throughout the house Is copper when the service is back to back. In the event wrong end service is required, the electrician needs to price out both alum. and copper and the owner will make the decision. 2. Telephone lines are (3) pair twisted and are looped throughout the house and terminated at the electric service. 3. All "LV. lines are home runs to scuttle hole. TV. cable to be RG -6. 4. Exhaust fans for the bathrooms to be supplied by the FIVAC contractor & wired by the electrician. 5. There Is one G.F.I. receptacle In every bathroom, garage, and at least one in every kitchen. 6. All ceiling fans are pre -wired for fan and light and switched based on the series of the home. 7. Switch and receptacle heights are as follows: (A) Standard outlets are 20" to the top. (B) Standard switches are 42" to top. (C) Kitchen counter outlets 46" to top. (D) Bathroom outlets 44" to top. (E) Washer and dryer outlets 38" to top. (F) Phone outlets in kitchen: between upper and lower cabinet 50" to top: regular wall phone 60" to top. 8. Receptacles on front porches need to be installed horizantally and just above the finished floor level. 9. Junction boxes will NOT be Installed on the front of any building for any reason, any connections out of the front, must be slabbed in or looped around from the side of the building from a junction box. QWe 90 C Fhf�� MASTER 5ATN 1405E 1 1 1 I 1 1 1 1 1 I 1 l i I I I I I ' 1 I 2 CAR GARAGE 1 1 I 1 { 1 1 I I I I 1 , 1 1 I I I I I 1 1 1 1 ' `---------------------- ( =GARAGE DOOR OPENER I I I I ,I 1 / , i ATTIC LIGHT / ANt7 POWER i` A* IC ACCESS W STAIR5 0 200 AMP F1,f' PANEL I, V ��,AUNORY 60 co MASTER SUITE BEDROOM #2 HALL E3AT #2 o I -�r rr;r A�s.� 11► 1. �EDRODM #3 I 1, o o 1' I I r` _ fTCNEN ' C+� u , I r 7 n , q _'zy � 1 a q1 1 --r�--T-L--- f 1 la OUTLET OGATE IN FIFI-ID 1 , - -----------------------------------, DINING; AREA 1 � 1 ----------------------------------- 1 1 I I 1 � I I I 1 I 1 , I I 1 1 I I 1 1 I ' I FAMILY ROOM 1 � II I I I 1 II ` �WP II II I I ENTRY PORCH I I I II = --------------------------I _a- I ----------------I--1---------------------_---- SCALE: 1/4" = I' -O" MET1-R RUN ELECTRICAL CONDUIT IN SLA5 TO WORK 15LANI7 ELECTRICAL rtoTe: ITEMS SHOWN ON 7F115 FLAN ARE FOR BIDDINCs PURPOSES ONLY. E1.EC7RICAl. CONTRACTOR 15 RESPONSIBLE AOR MEETING ALL FLORIDA BUILDING COPES AREA SCHEDULE NAME AREA bEo.^�r"� 4 Conditioned Space 1697 sq ft. Garage 432 sq ft. Porch 273 sq ft. TOTAL 21402 S(1 ft . WALL SCHEDULE DESCRIPTION WALL Exterior CMU Block Walls -_ -- [n Interior 2x Frame Walls z ^1 . WALL SCHEDULE DESCRIPTION WALL Exterior CMU Block Walls -_ -- [n Interior 2x Frame Walls z ^1 Interior 2x6 Frame Walls O M � •y T11 -, f �1 E Q Q U_ c� z ^1 ,U� l� rr O M � •y W 7� E 0 Q ;.� O n L F � O r t_ O Q Q Q U_ c� z ^1 ,U� l� rr O M � •y W 7� E 0 Q ;.� O n L F � O r O O ® V J � U Q O � Q LU U 1L hl 11 Q } lu a Q Q U_ c� z Itt ^1 ,U� l� rr O M � •y W 7� E Q ;.� O n L � O r Q Q U_ DATE ar-zrzo>9 PROrcT NO. 20100-h-100 SHEET hUM3:� 6RO W ^1 W 7� E Q O � � r O tCS ® V J Q z U DATE ar-zrzo>9 PROrcT NO. 20100-h-100 SHEET hUM3:� 6RO