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HomeMy WebLinkAboutBuilding PlanA R C H IT E C T S 828 ■ 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 REVIFI;'ED F , RT tI P1 { nn TcTnv P, :b'IE:VED y L ItiCE gat I�,41'E l'L,4b i q.®_D PE. 'N TIT S. . �'SPECTIO V dV.1 L EE A >3E �N dOi3 �i�iyR93p(r✓11P�awrD �� � croft Ti4AT owomma TO f Mfl 1 dHFTIi A"APPUGAOLE CEDES. LOW-iALED FASTENERS OR ATTACHMENTS ARE THE RESPONS"ly OF THE CO r'C1DROFF&CM STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWING, `" • FLORIDA BUILDING CODE, 5TH EDITION (2014) . ALL LOCAL AND STATE CODES • OCCUPANCY - •CONSTRUCTION TYPE - • M[N. INTERIOR FINISH - .BASIC WIND SPEED — • EXPOSURE - • 1-STORY RESIDENCE - •2-STORY RESIDENCE - RESIDENTIAL, RESIDENTIAL, GROUP VB CLASS B Vult=160 MPH Vasd=124 MPH C MAX. HEIGHT AS PER AND STATE CODES R3 LOCAL A3V• A/C AW• ALT. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DM D.W. EA. EQ. ELEV.A. M. EXT. F.G./FX . F.G. FIN. FIR. FLUOR. FR. DR. FAG. GA. GAR. GAR. DISP. G.F.I. GLR GYP. BD. H.C. HDR, HGT. OR HT INSUL. INT. ABOYE AIR CONDrITONING AAE ALTERNATE AMPERAGE CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DDIENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAI, DISHWASHER EACH ELEVATIONC EXHAUST EXTERIOR FUEL GAS FUEL FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT RIIPTER GLASS GYPSUM HOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. M. �. MM. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.D. S.H. SHT WR. SIM. SL. sL. GL. STD. SWS SC TEMP. THY. T.O.C. T.O.P. T.O.S. TYP. u.N.o.ssNOTED V.P. W. W/ WD. WOW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER M0� METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION SOLID CORE TEMPERED GLASS THICK TOP OF CURB OP TOP OF PLATE TOP OF SLAB TYPICAL VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REV, _ DATE DESCRIPTION -: _ SHEET PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG # DESCRIPTIOIN Cl-COVER -PAGE GN-GENERAL NOTES 1 -FOUNDATION PLAN lA-DOWEL PLAN 1B-LINTEL SCHEDULE 1B.1—SAFE LOADS 2 —FLOOR PLAN 3C-ELEVATIONS 3C.1-WALL ASSEMBLY 4C-FRAMING PLAN 4.1-CONNECTOR SCHEDULE 5-ELECTRICAL PLAN 6—HVAC PLAN Dl—FOUNDATION DETAILS/SECTIONS D2-1-STORY WALL SECTIONS & NOTES D3-2-STORY WALL SECTIONS D3.1-2-STORY WALL SECTIONS D4-MISC. DETAILS D5—PRODUCT APPROVAL AFIDAVIT WAl-WALL ASSEMBLY DETAILS WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-WALL ASSEMBLY DETAILS WA6-WALL ASSEMBLY DETAILS e-- - �— —� -- • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR N0. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.7. rr C�ALC, S LIVING5Q. Ft. SQ. FT. 50. FT. sQ. FT. SQ FT, 086 5 Q PLAN REVIEW DATE CHECKED BY:H.B. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 stmi)rv. & LOif% CREEKSIDE LOT# 108 1`: I mono—u 4EBB "1828—CALI" 0AVIAGE 8W IM'. RIGHT PAGIM COVER PAGE 160 MPH EXP. C MELBOURNE -_ P UL 12 nj,; 3/30/17 SC. : 1/4"=1' - O' r1GENERAL NOTES . ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 11. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VI I. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 C. ROOF LIVE LOADS R301.6 30 20 10 75 40 40 40 I. `MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1,2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 18. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. I& FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 112. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/" 4, PROVIDE 61/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENT ITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX ,SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED '/"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED.. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 /ACI 530 / ASCE 5. SMALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE N TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN '/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR, TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RE COMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 5TH EDITION (2014). HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH '/" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). EXTERIOR WALL COVERINGS 4, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301 2(3), MANUFACTURED SOFFITS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" ASTM-C1063-12a B. CONCRETE EXPOSED TO EARTH OR WEATHER: 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (201,4). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #5, W31 OR D31 AND SMALLER 2" LIMITED TO: C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS I. #11 AND SMALLER 3/" "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS D. BEAMS, COLUMNS: PIPE PENETRATION DETAILS VENT PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS APPROVAL OF THE ARCHITECT. WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS TIMBER 4. SHALL BE INSTALLED PER ASTM-Cl 063-11AAND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 2-STORY GYPSUM BOARD A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) UNDER STAIR PROTECTION: B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR CEILINGS 1 EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 2 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 108 66 ZT-,,hC 3/30/17 SCALS.1/4"=V-0" A R C K I T E C T S 24"5<24'l CONC. PAC) W/l BARS E.W. ON C;-IAIRS MIN- 3" COVER 00 4' GONG. 39'-8" ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ �O GONG. � � SLAB ■ ' O I r 24"X24'X12' GONG. PAP Lil BARS 0 -0 ELEV. E.W. ON CHAIRS FIN. GONG- SLAB 3 1/2' MIN. 3" COVER rmXT Np 10 SLA 1 1/2° DI 71-5113 _4 OPT.1 11 !L JL pWJ i F 1 11 SINK L-I--_J II ■ II I" PVC. CHASE II (FOR FELEC. TO I1 NCsE ISLAND I _ U 1 -,I 14'-a" 14'-3" X n 03 i I r---i Q ---1 ro ■ Q ii ■ -A it � J 36"x60" SHWR. PAN I I 3'-2"1 ■ No f! EXTEND SLAB 1 1/2" h DI ■ HB 3'-2 WN ,_- ■ 2X6 LUALL PVC 5 1/2 — ES I ier< CHASE I— LAv- 5 BOLLARD AS REQ. j ■ DI PER BLDCs- CODE In EXTEND END OF PVC. CHASE UP 12" ABOVE ■ COND. GONG. w PAD $LABNII/2" I [O -31/2' N 'I 4° GONG- ( ■ ■ I SLABco 5 I ■ 0'-0' ELEV. FIN. CONC. SLAB I ' DI L — — — — DI '" �L -I 1/2' ■FT 39'-8" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS At REQUIRED ECaRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). TO MAIL KITCHEN SINK will AUTO VENT VTR /I e 1/2° 1 1/2 / WC / .LAV N' PLUMBING BISEFA). DIAM])AM SECURE STRAP TO UNIT W/ (2) 08x1 1/4 SHT MTL °vCREWB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP t0 CONC. W/ (2)-3/16'X2" TAP -CONE SLAB A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD Q 12" FROM STRUCTURE 1 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mm.a bdesigngrou p.com AA #: 0003325 CREEKSIDE -a° 25'-a' sl ol: 14'-4" 1'-0" �7ff3 � g.1 i c6 r I m rGe u� v OD ' m LD a �a V ■■ ■■ Lh v� 101=411 EL PLAN ur-A 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www. abd es i gn gro u p. co rr AA #: 0003325 y Zo A R C H I T E C T S L— 3 L— 3 L— 4 (2) 3052-SN C-5 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SU5STITUt3=D WITH LINTELS I -ROM ANOTI-41=R MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR CsREATER CAPACITY THAN t1-43= VALUES STAT=D 44F4qZTm44n'GT4tLINTEL SCHEDULE LINTEL NO. LENGT�4 T?'F'E COMMENTS L I 17'-4' SF2A-IB/It L 2 4'-6" 8=16-08/It _ L 3 -1'-6' 8=16-I15/IT e L 4 II'-4' SFI6-I5/IT _ L 5 9'-4" 8FI6-I5/IT —� L 6 i'- 2 8P24-I5/It L 7 E:b 81i9=6-08/It RECESSElD 1 N. RONALD REAGAN BLVD. LONGVWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bdes i gn gro u p. co m AA #: 0003325 3 /30 /17 $C: : 1 /4-"=1' - 0" A R C M I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W v W 0 h 0. U A F F s%TSDi� � LOT: CREEKSIDE LOT# 108 PROJMT# 04321.000 �cosa� 4EBB "1828—CALI" GARAGM swnm: RIGHT PAQM SAFE LOAD 'FABLES (CAST-CRETE) ARCHITECT STATE OF FLORDA D . 3/30/17 s+CA;�& 1/4"=1'-0' a fl -0" (2) 3052-SH LANAI 8'-8" CLG. 606a 5.G.D. DINING LIVING ROOM 8'-8" CLG. 14'-2" ROOM CLG. 2x8 m (2 E3GRES-S4 052 SI -' OWNER'S SUITE 8'-8" CLG. 41_8ll al-0ll I r�BATH IR-15H I t WC. V. I W.I.C. KITCHEN 8'-8" CLG.OF'T. I ry lDW CLG. C. V. ry�� �=�56HLUR. 9; b24 SWIG — IR-ISH 3-5 ' — 2, 8„ sb36 1'-0'11 -� z -4 -& LAUN. 2_8 4 s'-S„ I O III chi) PAN.b36 s b36,� RANGE: CLG. r - Q' CLG. O(L3-SH _Ho 0 v.4 Onl I CI Iv. LID II'-4" t 2' 4� '-1I 1-411 0I> , I I Y o� BDE..3 M cq MT. e ti br Nf e r- - -� 22 I AatctcC TI I ,�55 Itl 3 BATH # 8'-8' CLG fl BDRM.#2 8'-8" CLG. m ARCH A a'-O" AFF. �r (2) 3052-5H EGRE5S 7ir-� 10'-0" 14'-0" GARAGE CLG. 3'-4" BDRM. #4/ DEN W-8' CLG. -8u C� N — e MWE 50LLARD J AS REQ. PER SLDG. CODE 16' -0"Xi' - 0"O.I-I.D. -------------------- 21'-4" m -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THEERMA-TRU F15ERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE E:QUIPPE:D W/ SELF -CLOSING DEVICE (R302B.1) F5CR 5TH ED. (2014). fl fl 1 11 BAR DETAIL SCALE: I/2'=1'-0' fl fl DIM. VARIE& a o SQ.FT. CAM'S LIVING 1825 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 51 FT. TOTAL 2362 SQ. FT. EXTERIOR MASONRY WALL SRC. HEIGHTS 8'-B' 5RG. COIYPOW AND CLADDING WIND LOADS BASIC WIND EXFOSIXIE FOR 3 SECOND D GUSTS Opffm St1UARE ZONE 160 MPH WIND (4) REMARKS AND TYPE: FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SJGD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 2S/-35 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'—O" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 3/20/14 GROUND WIND DESIGN SEISMIC Si TO DAMAGE FROM WINTER ICE 5ARRIER FLOOD AIR MEAN SNOW sti TOPOGRAPHIC DESIGN UIEATH =RING' FROST LINE: TER`?ITi=r- DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL LOAD (MPH) EFFECTS'- CATAGORl'° DEPTI..Ib TEMPREQUIRED) INDEX' TE:MPj NA 160 C NA NI=GLIGABLE NA VERY PEAT 42 NA SEE SURVEY NA NA FLAME SPREAD AND 5MOKE INDEX FOR WALL AND CEILING FINISHES SHALL BEE IN ACCORDANCE WITH SECTION 1=5C R302.9.1 THROUGH F5C R302.S.4 FLAME SPREAD Al SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aigngroup.com AA #: 0003325 lgtmz)rv. El CREEKSIDE LOT# 108 r SHINGLE ROOF DECORA FOAM DF TfLES 16"X60" f DECORA SHUTTER, EQUI VALI 4" RAISE BAND (T' 0'-01, rlN FRONT ELEVATION TEXTURED FINIS+ 4 AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED. _ 1/300 REQUIRED VENTILATION AREA = 2364 /300 = 7.88 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4.93357 TOTAL#OF VENTS PROVIDED = 5 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1'-01, +/-IS'-11" BLDG. HGT. BRG. WGT. Y I, 0 0'-0" FIN. FLR. OFF RIDGE VENT 0'-0" NN. FLR. — — — RIGHT 0'-0" FIN. FLR, I�6 OFF RIDGE VENT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION I�6 REAR E LE V tEXtUR1=D FINISI� 12 S' -S' BRG. NGT. 0" Y 0'-0' FfN. FLR. J 0'-0" FIN. FLR. r t 8 8 - S" 5RCs._ HGT._ 0'-0" FIN. FLR. 1441 N. aONALD REAGAN BLVD. LONGW00D, FL 32750 PH: 407-774�6078 Ll FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r141 LEFT ELEVATION 14B1 w TYP. will 0 Mill 111111111 NOTE`. IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 141 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 64A 0 3/30/17 sc & 1/4°=1'-01, 3C'.1 01> a 5JI 5J3 !I II II II II II II DI=TAL-20 14G Al2 —� AI0 �41 A6 1 A4 I II A5 AOF Ag I �'-o1/21-411 — —a—�= F — 22"X Attl I I I ACGE S it 77 I y% I I I I P�v Q GABLE END J W DIACs. FIELD FRAMED 5RACING 157M. CHORD ARC -I a V-0° SEE DtL. W BRACIWS, AFF SHEET 02 'TTP. 'RAKING PLAN A56 6/5/14 5J I 1441 N. RUNALD REAGAN BLVI LONG�°Y00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com �twAA #: 0003325 s . z)rv. ac r o: : CREEKSIDE LOT# 108 A R C H I T E C T S CO'NNECTORHE ULE CONTROL DATE: 01-05-17 SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 PTA 16-I8 1625 (8) 10d x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-16 1985 (2) PTA I6-18 2800 (10) 10d x 1 1/2' 1-PLY, (USP: (l0) lod x 1 1/2") 2515 (14) l6d 2-PLY (USP: NO I66 OPTION) HETA-Ib ISIO PTA I6 1870 (9) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) lod x 1 1/2', NO Ibd OPTION PETA-20 1510 PTA 20 1810 (5) 10d x 1 1/2' I -PLY, (5) 166 2-PLY USP: (10) loci x 1 1/2', NO I6d OPTION � Z (2) PETA-20 2035 C2) PTA-20 3230 (10) 10d x 1 1/2' 1-PLY USP: (10) lod x 1 1/2, 2500 (12) Ibd 2-PLY (USP: NO 16d OPTION) © LGT-2 2150 LUGT-2 1550 CI) - 1/4' x 2 1/4' TITEN, 2 (USP: 5LK (5) 1/4" WE, WOOD Oro) 10d V) DETAL-20 2480 DPTA-20 2430 (IS) - 106 x 1 1/2, 1 PLY < MGT + 3565 MUGT 41"15 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) PGT-2 + 10580 PUGT-2 9"I90 (2) 3/4' A.T.R. IN PIGP STRENGTP EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) P3T-3 + 10530 PUGT-3 S860 (2) 3/4' A.T.R. IN HIGH STRENCsTP EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) LGT3-SDS2B 3286 LUGT-3 3525 (I2) SDS 1/4"x3' TO GIRDER, (4) 3/8" x 5" TITEN PC) TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE 50LT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2" CUSP: (10) loci x 1 1/2" VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)-SDS 1/4"X3' TO WOOD (2) VGT 7185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN PIGP STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1155 (14) 10d x 1 1/2" (USP: (14) loci x 11/2', (14) 10d) PTS-16 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: Oro) loci x 1 1/2", (16) 10d) PTS-20 1450 HTW 20 1530 (24) Od x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 I/2" (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 ++ We, LSTA 12 J30 (10) 10d USP: (10) loci LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) 10d MSTA-18 ++ 1315 MSTA-IS 1310 (14) 10d USP: (14) 10d MSTA-24 ++ 1640 MSTA-24 1640 (IS) lod USP: (15) lod 0- MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d < MSTA-36 ++ 2050 MSTA-36 2065 (26) lod USP: (26) 10d f— MST[-36 3800 KSTI 236 3850 (36) loci x 1 1/2' USP: (36) 10d x 1 1/2' V) MSTI-48 50b5 KTSI 248 5140 (48) 10d x 1 1/2'USP: (48) loci x I I/2' P6 Salo LFTA 6 1210 (8) 8d TO PLATES, (8) 8d TO STUDS (USP: (16) Sol x 1 I/2", (16) Sd) SP4 885 SPT 4 945 (6) 10d x 1 1/2" TO STUDS USP: (6) 10d x 11/2" TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO SEAM, (4) Sd x 11/2' TO POST, USP: (4) 8d x 1 I/2' TO SEAM, (4) Sd x 1 1/2" TO POST. PCP2 645 PPCP 2 800 (12) lod x 1 1/2" USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE P1004 1140 RT 16A 13W (18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) lod X 1 1/2" TO PLATE VGT 4 PDU4 4540 PHD 4A 5215 (lb)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4"x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. i' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT E PD?B 4940 TDX 10 10140 (I6)-SD5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5PER/2PLY USP: 1/8" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' TPRU-50LTS A5U 44Z 2200 6665 PAU 44 2535 6'I75 CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. '1" EMBED.) IN CONC., (12) I6d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 120M PAU 66 2380 16005 (I) 5/8' A.T.R. IN HIGH STRENGTP EPDXT, (MIN. 1" EM5Ep.) IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON 0 LTTl9 +++ 1340 LTS l9 1205 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EM5EP.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON 0' ® LTT205 +++ 1500 LTS 205 1105 (I) 1/2' A.T.R. IN HIGH STREWaTH EPDXY, (MIN. 7' EM5ED.) IN CONC., (10)10ci TO WOOD USP: 3/4' ATR MIN 'V EM5ED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) 10d x 1 1/2', 2-1/2' _ () HTT4 4455 HTT4al 4160 (1) 5/8" A.T.R IN HIGH STRENGTP EPDXY (MIN. i' EMBED,) IN GONG., (18) SD"10 X 1 1/2' (USP: (20) Ibd X 2-1/2") USP PAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Ibd x 2 1/2' 7—(1) Q µTA 5090 HTT45 5005 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) I6d X 2 1/2' (USP: (20)16d X 2-1/2') USP PAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) I6d x 2 1/2" HHDQII-SIDS 2B+ 11,010 UPHD 11 14395 (1) 1' A.T)Z IN HIGH STREWSTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24) SDS Y4" x A' WOOD SCREWS (USP: (24) W63 WOOD SOWS) PD75 6645 TDX 10 10140 (I) 1/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (3) 3/4" STUD 5OLTS TO WOOD (USP: (4) 1/8" BOLTS) MBPA 3B6/11.25 3415 5330 NFM35X12U 2580 i130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMI,I. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (IS)lod TO BEAM USP: (1) 1/2' J-50LT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10 AT JOIST ry LsJ CDHUSC412 (WOOD) 3635 2660 (FLR) HU54121F 3060 2'110 (FLR) (10) Wool TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) z Q HUC410 (CMU) 1800 4520 HD410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (l0) lod TO WOOD: CUSP: (18) 1/4" x 3' W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD = WUC210-2 (CMU) 1800 5085 PP210-2P 1305 5000 (I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4" x 3' W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD 4UC210-3 (CMU) 1800 5085 HD210-31F 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (IS) 1/4" x 3' W93 SCREWS, (10) loci TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD LGUM26-2-SD5 1430 5595 LGUM26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2" SDS SOWS TO WOOD, USP (4) 3/8' X 4" WEDGE 5OLT+t W83 WOO SOWS HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCPITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WPERE ANCHOR EMBEDMENT IS GREATER TPAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST 5E FILLED SOLID W/ GROUT. ++ 10d COMMON NAILS CAN 5E SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL 5E 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E -1" LLJ I— A.T.R = A-301 ALL TPREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z E5ECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONS'BLE FOR MAKING SURE THAT TPE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCPITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C201i" , 'PIGH WIND -RESISTANT CONSTRUCTION F-G-PWRGAGI6, AND ANCPORING E FASTENING SYSTEMS FOR CONCRETE E MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5''-4' 5'-4" TO I'-0" 1'-0' TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L, 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO V-0" W-0" AND OVER FRA" I ING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2" -,, -11 I/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER I 2 3 2 x 12 (M2 GYP) �/16' OS5 NAIL (3) 12d a 6"-S' O.C. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPIOAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAI"TING SHALL PE MTS-12 3- TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPL-IED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART E MINIMUM WALL 8 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN- 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN'NAILS OR 3-126 HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302,12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING (WALL STRAPS E DETAILS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 125Y OUTLET 20 AMP SMGLE POLE 110V OUTLET 110V OUTLET IQ OP OUTLET WIRED TO SWITCH UFI 110V OUTLET EOUIPEP WCORIO FALLL INTERJPTER (TAR MR RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF T CyPI OUTLET INPTER SWITCH SWITCH 3-WAY OPER (�4 SWITCH 4-WAY OF15R o WALL MOWNTED LIG+4T CEILIWS LIGs4r ®\ VF VAPOR PROOF RECESSED CAN WALL SCONCE PRE -WIRED VENT. PAN I C;"m PER Sr21=t- VENT. PAN W/LKaH7 I CPM PER ea PT. VANITY FIXTURE r6PEc'o rBD Br MI FLUO RIES a-aJLB WRAP *HT LIG4+ AROUNp 2' FLUOR=BGENT 4'PLUORESCENT 4' TRACK LIGHT A D IIwv � PANEL mimililim METER SMOKE DETECrOR TT. 2104rK-6if! & HAI®W[FIE WALL I"IOUNTED BArt. BACK-UP SD. SMOKE PETECTOR WN HAI@W I E 9/GO CAIRN MMOXIDMO SMOKE DETECTOR � BATT. BACK-UP W/ HAR7&M INTER-C.ONiECTEO SHALL ISE A DISTANCE OF NOT LESS THEN 4' WAeIL L PENDANT LIGHT NATURAL GAS CUTLET ® TELEPHONE JACK IUH WATER HEATER TO ELEVATED DISCmVNECr A/G AIR C40NDITIONIWI DISCONNECT N❑. TELEVISION JACK CEILING 5OX REMIREP OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ EOX MARKEP AS SUCH FOR INSPECON CEI E—TIBOX irrmI TO M SUPPORTED IN CEILING FANLIGHT AGGOfqDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPT. SECURITY KEYPAP P.B. PU64i-BUTTON FOR CHIMES �--� u6B PORT T • LOCATION OF TV JA0K5 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWI�IER PRE -CONSTRUCTION MEETINGS. • ALL RECEPTACLE5 IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. • C%FI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 GFM INTERMITTENT PER ELECTRICAL PROVISIONS OP SECTION M19013 fi-8CR 5TH EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRINGS METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENER4 EFFICIENT TYPE PER F.B.C. ENER3"r CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 GOND. LANAI CEILINGS MTD. LIGHT TO BE INSTALLED, PROVIDE I J-BOX FOR 1 OPT. PAN \ LIVING ROOM CU FI' PRE -WIRED GLCs FAN / I( I I I \ SWITCH IN OUTLET — — — — — CABINET FOR DW CsFI GFI .4I / F- OPTS �I I REP I IIL�'�` DW KITCHEN S PANS M \ \ RANGE\ CsPI ( C G-F n� DININ ROOMI „ HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM.#I3 F PRE -WIRED \ CLG FAN \ I I ri BDRM. 2 ( PRE -WIRED CLG FAN SO V I I II I I I I I s/r�o t I I \ FOYER OWNER'S SUITE / � PRE -WIRED / CLG FAN / /50 5/c 0. I BATH I W.I.C. \\ II C. I PROVIDE SO-D "00" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKL NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE UCHTS AND RECEPTACLES 20 GFCI 12 13.14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONCX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFG 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #'4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 1 SPARE NOES: A. CONFIRM BREAKER AND WIRE SIZES WTH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE"NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTWRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 102) HOUSE PLAN: MOREL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X S VA PER SQ FT 2 20. AMP APPLIANCE CIRCUIT AT 1500 VA EA. 1 LAUNDRY CIRCUIT 5484 3000 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 1. DISPOSAL 5000 500 1 MICROWAVE 1500 1200 1 REFRIGERATOR SUBTOTAL OF GENERAL LOAD 35884 FIRST 10 KVA OF GENERAL LOAD AT loox 10000 REMAINDER OF GENERAL LOAD AT 40% 25884 VA x .4 10364 TOTAL NET GENERAL LOAD 20364 3.5 TON HEAT PUMP (W/ 6XW ENERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.6 TON COOLING SYSTEM 40 AMP x 240 VA • 9000 NET GENERAL LOAD 20354 _ NET TOTAL HVAC 9800 _ TOTAL LOAD 29964 CALCULATED LOAD FOR SERVICE _ 29964 VA/240 V= 126 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FORT CALCULATIONS.* J NEUTRAL CALCULATION, T — — LIGHTING, APPLIANCE] LAUNDRY LOADS: 14,263 VA LAUNIL-A — 3000 VA a 1009s, REMAINDER a 359, IQ &I NET LOAD: 6,949 VA RANGE: 12000 m 10%, 8,400 VA \ I� DRYER: 5,000 is10qi, 3500 VA TOTAL 18,849 VA fl NEUTRAL AIMPACITY: 18,489 / 240 = i8 A BDRM. #`�� 02 AL MINIMUM NEUTRAL CONDUCTOR. D -I PRE -WIRED CLG FAN C/'\ 1 R A I L\L — A �'� GSFU44" � WH P.B. FOR \ f — APP GARAGE DOOR \ _ \ BOLLARD \ AS REQ. \ WALL MOUNTED PER BLDC LIGHT W/SWITCH IN CODE \ ATTIC \ \ CsFI CLG. 1 KEYLESS OUTLET 4 FIXTURE n ENTRY IRRIGATION OUTLET m 48" A.F.P. GARAGE IZFTIMES - ----------------------------- OPT. COACH LIGHT METER FIELD VERIFY LOC. N!! �: it = � iI As PROVIDE 3"2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THU.N + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANGS.) 15,a X�l= ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES: M ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHNrrHWN UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE EQUIPMENT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GRC7UND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCH I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abrdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 108 3 /30 /17 sG - - 1/4"=1'--0„ 61, LANAI LIVING 12XI2 lox6 120 CFM M 9� 12XI2 OWNER'S SUITE NG ROOM DOOM IOX6 I" I T5 Cr-M II 1�0 Cr-M 120 GFM SX4 6 F 5 M 5 Gr I _ — _ 6 4" 8X4 BATH — - o — 6.IL C • 45 CFM -1 J]F LL -- L - - -1 KITCHEN lox& 120 CFM Ic�l L - J G 8 C — �I 4 xro CFI'? L BDRD 4f I 12XI611 — 2X8 M IT55 E P LOUVER 1 1 411 HRU PLANTATION I I "Il BDRM.#3 150-04 2'8"I 10x6 MAX AIR rt5 CFM 584.15 CFM 12X8 P SS — — — — — - T Ir oC 4" 4" L 6' 10X(o I 'It5 CFM CF SX4 I I 5 GF 12X8 AT 2 PASS THRU A lox6 5 CFM BDRM•#2 —I FOYER i ENTRY I I CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER Cu 25HBC536A AHU FV4CN5006 HEAT 5KW SEER 15.5 SEER TOTAL CAP 35400 ELECTRIC 208/230/IHP BRKR CU 35 AHU 35 REF LINE5 3/4' 4 3/8" stysiny. & wit: CREEKSIDE LOT# 108 _ (U b REBAR VERTICALLY W/ GONO. POUR DELL STUDS *'CC, MAX SEE ENEYxY CODE FORMS FOR INSULATION R-VALUES SECURE BOTTOM 0TO S i z SIMPSON SP4 Z' THI Z PSI • 26 PAYS TEXTURED FINISH d SECURE Bt. Tir T eL INI- MUl . v Q S' GMIl SE $ . A T SLAB W/ ?` ANCHOR T T T. ATE TO SLAB W/ 10d - 1/.' GYP. LLL. BD. � T 'WASHER l' MIN. 32' !1C AX NAIL • 37' O.C. MAX I" NOSING IC" 6 b - WIAAUA WWM. WOOD BABE V N. ' OC MAX 0'-0' FIN. FLR - : a . • 04 RE J Mlv ? p STOP 4' CONIC. REINFORCED W/ 6'X6' 4 n WL4XUA UAW OR PIMR-TSH ON L_ ° 4' CONC. INFORCED W/ i'X6' WAXIUTA d' CONC. IER�RCED W/ i'X6' WIAXWL4 . ° < 4' CONG. REINFORCED W/ 6'X6' WIAXWIA - 6-MIL. VAPOR RETARDER ON LLIILF OR FI�RMESH ON 6-MIL. VAPOR OF OR FIBERMESH ON 6-MIL. VAPOR HALF OR FIBER'1ESH ON 6-MIL. VAPOR . n % __—i w O = t9 O WELL -COMPACTED CLEAN FILL, z_ RETAR�R ON WELL -COMPACTED CLEAN - w (RETARDER ON WELL -COMPACTED CLEAN z RETARDER ON DELL -COMPACTED CLEAN r €1 �I,`€�,_ � 4 r . TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO � FILL. TERMITE TREATMENT TO ISE FILL. TERMITE TREATMENT TO BE Tu Il N > - B" z 4 4 BO¢4-� APPLIED AT PRAMNG. O 4. I, �, 4, ISORA-cARE APPLIED AT PRNMING. ` 1F w w BORA-GAS APPLIED AT FRAMING. BORA-CARE APPLIED At FRAMING u - U q" I' e' 4' 4 I' z z w 1,_ (Z) b REBAR ON C4AIRO _O1_all l7) b REBAR ON CHAIRS ® Q w L E> 4 !3) b REBAR ON CHAIRS M r IZ' MIPL OW GRADE • •• I -IN AGROUND (Z) 51FEDAR ON CHAIRS L J 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING �W/ BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) 2 AT L.B.W. )AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL 3A NOT USED SCALE, Rn'•r-m eGa E, la'•r-m' SCALE: 1/7"•P-m' F.1J ecALe: IR'=r-o' SCALE, I'•I'-0' 74, , REMF. W/ 6'xi'WAXWIAO WJM ONOLY ETHYLENE VAPOR RETARDER -GOMPACIFD CLEAN PILL TETR`I1tE 4' GOB. REUF. W/ 6'xb' WL4YVRA0 WU'TSTUDS K• OG MAX NT SHALL BE BORA-CARE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' OC. MAXe"(RETARDER ON UIELL-COMPACTEP CLEAN HEAD OF GAR iCI SECURE P.T. BT. I'LATE TO B uuEBAR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLATE TO STUD Wl SECURE: BOTTOM RATE TO STUD ,(\/��� VARIES WITH SLOPE MASONRY NAIL n 31' 04 BONNI IQc SIMI 81 032' OC. MAX \/''�\� SIMI SP4 032' OC. MAX \ J%.Q 0 4 THICKEN EDGE GARAGE STEP—UP HEIGHT OF GARAGE SECURE II PLATE TO SLAB x9' Y HEIGHT OF GAR4GE SECURE BT. PLATE TO S `i/ SECUR SLPlodSCALE: IR'•T-0• VARIE6 WITH SLOPE ANCHOR BOLT W/ Z' VARIES WITH SLOPE A"iCHOR Bd T LLV Z' R M NON- BEARING MIN. • 3Z' ac MAX MIN • 34' oc MAX. MTq��ry\ 3Z' Sf-ALE, IR'=I'-0' w •EPDXY NOT REOUI E 'EPDXY NOT I ION m p�`IV 2 BOLTS BOLTS �' w w > 4 . ° aa� 4' W/ 6'x6' W.4XWIA0 WUM > ON I Y ETHYLENE VAPOR z I'-m' j - RETA R ON HELL -COMPACTED CLEAN ° _ a PILL TERMITE TREATMENT SHALL BE ro > D W/ 6'X6' WL4XWL4 . °n..• _ °�' • a III BORA-CARE L O a IBE SH QN 6-MIL VAPOR w e 4' CONC. W FORCED W/ 6'X6' WIAXWIA 4' CONC. REINFORCED W/ G'X6' WIIIXWIIF r 4' CONC. REINFORCED uV wxw WL4XWIA . r - RET WELL -COMPACTED CLEAN( 4 R+F b'xb' WL4XWAO ULM ON iy WLLF OR FIBERMESH ON 6-MIL. VAPOR WLLF OR FIR IE&d ON 6-MIL. VAPOR W WIF OR P15ERMESH 01 6-MIL VAPOR ' FILL. _CARE APPLIED ATITE TREATMENT TO MEFRAMMG. > a ,a 6 ML T _ FNE - AVER m CAW4. _m. d�� "..._ FBLL. HER IT APPLIEDRETARDER CN COMP Or CLEAN T O 4" S" 8" 4' q" FBORA-CAMIT TREATMENT TO SE GH..EdN u 4 RETARDER ON LLELL-GOMPA SI CLEAN m w (Z) 5 REBAR ON CHAIRS .n OO-m" 4" FIBORA-CARE APPLIED AT TFRAMING. C" 4" r (Z)'5 REBAR ON CHAIRS 3. M z w (7) b B.AR ON CHAIRS (3) 5 MBAR ON CHAIRS (Z) b REBAR ON CHAIRS °' 4' y E' GARAGE STEP—UP -� ;n' mo GA AGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING NON —BEARING 6 L.B.W. W/ UPLIFT &�Aol_ L.B.W. W/ UPLIFT @_L.�BAW/NO UPLIFT W/_NO UPLIFT AT FRONT PORCHES SCE' 1/�`•1'-V "=r-m' : 1/2'=r-m' EXTENDED FOOTING /I, A EXTENDED STEP .sTEMINALL TO BE MIN.3 coAms 6 c &GALE: i/1'=1'-m' GRADE RECESS POR SECURE P.T. BT. PLATE TO Y GsBFA[�E DOOR RIn'XVpm5. MA4C NOR BOLT T' -- (U b REBAR VERTICALLYW/ GONC. (U b REEIAR VERTICALLY - INP. I i'xi' E-VA OR UAUMPOLLIED CELL W/ CONC. FR.IR3, GEL 6 NIL POLY ETHYLENE VAPORSECURE P.T. II PLATE TO SLAB W/GNATANGFIOR BOLT W/ Z' S' O•IU >ATMENTACTED4•EMBED- MINL • 3Z' Oc MAX eI QEAN FILL TERMITE TREATMENT SHALL CONG„ REII+F. W/ 6'x6' WL4X A40 MIM ON _+'CA 6-MIL POLY ETHYLENE VAPOR RETARDER CN Y (L NOTE, OPTIONAL USE OF I CONG R • REBAR C7Nl CHAIRS I'-m" ° � L-COMPACTED CLEAN FILL TER'IITE o_ a GONGIEtE CURB • GARAGE 1' JAL TO D BY TIFt<ATMENT SHALL BE BORA-CARE W/ 6'x6• WL4XWA0 UPI '1' WALLS To ISE DETERMINED Br IL I ON. `�✓J 6-MI POLY ETHYLENE VAPOR '+ (1) IS, REHEAR ON CHA1R6 BUILDER BY DINSION. STUCCO a, ° a ER ON DELL -COMPACTED CLEAN S aOP CONCRETE®PAD GARAGE DOOR FOOTING I . W/ 'x6" WIAXW.40 UAUM PILL TERMITE TREATMENT SHALL BE STOP KaHt VARIES a' .. �. " ° . aA- CU1R9 HEKsHT VARES w 1 > -MIL L HTLENE VAPOR 1. Y SCALE: 1R'=I'_®, a IE ON IIELL-COMPACTED CLEAN w w 4 pwp e .. .. .. e FILL TIEATMETIY SHALL BE z W !3) b 111 ON CHAIRS q z () - �''.ARIE6 o / f '('- L CAIIIE > } z E� q e e U GONG. RENFORCED W/ MIL. WIAXWI.4 ,_ 111 as FOR a ° io 0 e WLLP OR PIBERMEBFi ON 6-MIL. VAPOR -I=-1` 64.0. TRACK B �' 3' +._ O 4' GONG. REINFORCED LLV 6'X6' WL4XW.4 L RETARDER ON DELL -COMPACTED CLEAN z (Z) b REBAR ON CHAIRS - — r LLUF OR rMERMESH ON 6-MIL VAPOR - '✓' w SH FLOOR (V IS_ T F ? •, '•'— RETARDER ON WELL -COMPACTED CL1=AN • FILL. TERMITE TREATMENT TO BE a ., _ FMI 4 - - BORA-CARE APPLIED AT FRAMING. fY n q. FILL. TERMITE TREATMENT TO BE GARAGE STEP—UP BORA-CAE APPLIED AT FRAMING ii z L' 4' (Z) b REBAR ON CHAIRS (3) b MBAR ON CHAIRS 2—STORY L.B.W. �o m E W G _g G &XNTENDED FOOTING O m G "� GARAGE STEP— UP ALE:=r-m' r n ����� �� , ��� ���� ������� �� ����������������������, i�✓ 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W UPLIFT AT GARAGE AT GARAGE SLAB AT S. G. D. mz 6D ExIENDED FOOTING Ds"'B" I�� F' s DR 8 /2 r0 SA 5CALE: In: 1O sGALE,I•I_m 2 SHOWER RECESS FOOTER E� SCALE: 1/2' = I' -m' SCALE: r.r-+a. zN (1) b REBAR VERIGA I Y W/ CONC. L �T1I CELL CONC„ FEINF. W/ i'xb• WL4XWUT0 WAIM SEE EIEFI CODE FORMS FOR = ° :a °'; ON 6-MIL POLY ETHYLENE VAPOR INWLATICN R-VALUES RETARDER ON WELL -COMPACTED CLEAN II TEXTURED PINISH FILL TERMITE TREATMENT SHALL 1E !' BORA-CARE S' CMLL , z (Z) b IFEDAIR ON CHAIRS 14' GYP. WL B°' AB AT GARAGE L 4 WOOD BASE Y TIE VERTICAL REBAIR - VARIES PER ELEv. '` 7 SERVICE DOOR TO HORW/ O' H SCALE:V!'=1'-O O'-O'FIN. FLR L TO W R W/ 10' FIOOK TIE vERtICAL REBAR a GROUTED BOND BEAM AS HOR w/ 10,, W RE6AR W/ 10' HOOK TUGGO NOT USED AN q r vARIEB PER ELEV. - — VARIES PER E Ev. z' w TOP I CONC. REINFOiCED W/ 6'X6' 14 zl Z > L4 IL. WW= OR FIBERMESH ON r-�` - i a < GROUTED BOND BEA^i WELL -COMPACTED CLVAPOR LEEAN MILL. POUIEP LIN . ! j 1 �' &17- VE OT USED - O • �� b. TER•IM TIEATMEIIT TO BE BORA-CARE APPLIED AT S' W LL ED L .1 LINE - G FR/Y'IING. +6' U 6' PVC GNASE THRU FOOTING ° a !3) b III ON CHAIRS WALL 1 CN1U I -STORY J41�LlT8 E1MI rDSMENTI� 7 M'Xl/S' ..lUg D EASEL ' (Z) 93 1111 DI CHAIRS r 111 IF AND NUT SPACED II PROI'I UlOOD BASE (3) IND Y °' a TO BOND SEMI. SET IN JOINTS (31 b REBAR ON CHAIRS 2—STORY FOOTING RAFORTOFILLWN (SLEEVED A404ORIN 13 W BLOCK WALLQ. /INT. FRASOLID POUR ME WAABLE LL ITTO SCALE: la"=r-m' 15 BLOCK WALL CONNECTION n POUR URi LRVERTICALLruuccNa SCALE: VZ'•I'-0' SEE ENERGY CODE FORMS FOR ° INSULATION R-VALUES e ° --7j e, cm d e °.. CLEANSPE TIOUIRED 0- FOR INSPECTION TIOWIFED FOR INSPECTION 4 FOR Msf=ECTION 16 GAS LINE THRU BLOCK 1/i"GYP.UL.BD. z Z WOOD BASE E L a. a -NOT USED a' w 4' GONG, R INF. W/ 6'x6' WIAXWIAO IIW1M a z 4 ON 6-MIL POLY ETHYLENE VAPORRETARDER ON I)ELL-COMMPACtED GLEAN J, 0'-0' FIN. RR 0'-0' II FLRR PILL TER'91TE TREATMENT SHALL BE n 0 BORA-CARE a �� ° TIE VERTICAL RESAR 6' ° �n ° TIE VERTICAL WEAR (I) b REBAR SET M SIMPSCN HK#i TO HORIZONTAL °a TO HORIZONTAL �� I _ I ' - 141 W/ 10' HOOK IRcIBAR W/ ID' HOOK Z STRENGTH EPDXY i' EMBED. MM. CZ) b REBAR • I -STORY - a ^ a� E (3) b REBAR • Z-STORY z . -n� ONITSIDE R AR TO BE -�1 ° n ,�-6' PVC CHASE THRl FOOTING L �> a I �nV Tn� V CONC. FEW W/ 6'x6' WIAXWLIO � b LAPPEDVIEW DOWEL L POLY r7PYLENE 4_ a° V TERMITE i1ElATMENTT SIiALL BE .. e n Ja 'LAP MIEIN. m U VAPOR RETARDER CLEAN 1-STORY HORIZONTAL/VERTICAL 6 '°6 O 4 8" 4" ]-S O F�BAR ON CHAIRS 2-STORY R30RA-CARE z'-1'MIN, LAP '`" - (3)b RE13AR ON G-Ia1RFs HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH ��1 REINFORCI� NG F BEARING CHANGE A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING ��, ° �Ar , • - BGALE° 1�'=R'-o' C AT LINTEL CORNERS D W BLOCK WALL R•-0 SCALP= I/F•I'-0' AT,T. 1EXT]ERI0FZ F'00rr=z,3S j4LT SLAB9S rro lR1E MIN. 12 13Ill L,0_VV UNT]DISTUR]E3E]T SOIL CONT-qOL DATE: 07/01/15 ARCHITECTS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.00m AA #: 0003325 , F w W o � W Z O i a U w Q IL h r A B r . Cti h 84Jmm a LOT•. CREEKSIDE LO T# 10 8 PROJECT# 04-321.000 monm u- 4'ERD "1828-CALI" GARAGE S VrMG: RIGHT PAC; MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT :STATE OF FLOFIDA 3 /30 /17 C i 1/419-19—^,) FIBERGLASS SHINGLE OVER 030 FELT PAPEf INSTALLED PER F5CF R90521 ON 16" 0.62 SHEATHING OR I" CD: PLYWOOD SECURE! PER FASTENEf SGHEDULI PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FA5CIA PER ELEVATIONS VENTED ALUM. SOFFIT EM5ED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w zL) —14 Eff 1-STORY � BLOCK WALL SCALE: 8' QMU K' DRYw LL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK W/ V TAPO" OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Ya' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'1) DOOR JAMB TO BLACK +3/4 OR +5/4+ �� WINDOW TO BLOCK +3,4 OR 5/4 `.)SCALE: 3/8' •-0 SEE ENERGY CODE FORMS FOR NSULATION R-VALUES GYPSUM BOARD OR J" HIGH TRENGTH CLG. 50ARD ,ONC. FILLED LINTEL 5LK W/ (1) 5 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR ISOLATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ GONG. POURED CELL 1x2 P.T. FURRING STRIPS a 16" O.G. 8' GMU 1/2' GYP. WL. 5D. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR R90521 ON r-l" 0.5.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP $CREEP (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A.5 w/ 2" DIA. WASHERS, '1" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.C. MAX IN FIELD. CONC. FILLED LINTEL 5LK. W/ (1) 05 RE5AR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY To MASONRY (1) S RE5AR- VERTICALLY W/ CONC. POURED CELL 8" CIMU 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) fiY�. __ PRE-ENG WD. TRUSS 24" O.C. C-4 ---- - - MAX. - Q 1-STORY GABLE BLOCK~ 2 WALL $GALE: 3/4" =1' -0" 2x4w SECURE TO BLOCK W/ Val 2X4= TA DRIVE PIN SECURE TO BLOCK w/ Vol SHPLP MLC OI TAPGCNS OR DRIVE PIN MIN, HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4'J MIN. HEAD SIZE 300 WITHIN 8' GF EACH END 4 NOTE: STRUCTURAL 2X MUST BE IV O.G. MAX *PACING. MIN. EMBEDMENT I Y1) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 8£G1R£D rHROUGI-4 18' O.C. MAX SPACING. ON OUTBID£ 4 SECURED 2X6 NON-STRUCTURAL i4' TAPGON THROUGH NON-STS CTURAL SECURE TO BLOCK �2-'N.' EMBEDMENT INTO 2X6= I-Y4' EMBEDMENT TAPODNS OR DRIVE PIN BLOCK SECURE TO BLOCK UNTO BLOC'IINC (MIN. 64411K SIZE 140 W/2-W*' TAPCONB OR MIN. HEAD SIZE -400 . CMU DRIVE PIN MIN. EMBEDMENT I Y49 : 0RYwgLL (MIN. SFIANK SIZE .145 e, GMU WITHIN 8' OF ®1ACH END ! Is, O.G. MAX *PACING. 'X4' OR I'X2' P.T. NAILER MIN. HEAD SIZE 900 MIN. EMBEDMENT I Al) , DRYWALL 'X4' 2XS� ® WITHIN 8' OF EACH END 4 ® OR 1'x2' P.T. NAILER SECURE TO BLOCK UI/J-'Xe' lb' OSB. X 4' MIN. IS' O.G. MAX SPACING. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE U s DOOR C481NG 2X84= SECURE TO BLOCK WR-ib' DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER (MIN. SHANK SIZE .148 DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 MANUFACTURES DETAILS. MIN. HEAD SIZE 300 ATTACH TO 2X PER IS' O):. MAX SPACNG MIN. EMBEDMENT I Y4') MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NO.�: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y1) JAMB (DO NOT EXC{=M ) DOOR JAMB TO BLOCK +1-15 //18" DOOR JAMB TO BLACK +3" C WINDOW TO HLOCK +1-115 1B' WINDOW TO BLOCK +3" ''' SCALE: 3/8'=1'-0' 2X44e 2x4:u 2X4:m SECURE TO BLOCK LLV W6' SECURE TO BLOCK W/ �.' SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN TAPCON8 OR DRIVE PIN TAPCONB OR DRIVE PIN (MIN. SHANK 612E U48 (MIN. SHANK SIZE U45 (MIN. *HANK BtYE J45 MA'L HEAD 612E 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN EMBEPMENT I Y4 J WITHIN MIN. EMBEDMENT I Y1) WITHIN MIN EMBEDMENT I Ya') WITHIN e' OF EACH END 4 18' OG. NOTE, STRUCTURAL 2X MUST a' OF EACH END 4 18' Or— V OF EACH END 4 18' O.G. NOTE: STRUCTURAL 2X MUST MAX SPACING. BE ON OUTSIDE 4 SEOURED MAX SPACING. MAx $PAGING. BE ON OUTSIDE 4 SECURED 2X6AM SECURE TO BLOCK THROUGH NON-STRUCTURAL 2X6:= SECURE TO BLOCK W/J-%' 2X64i SECURE TO BLOCK Wag 6' NON-STRUGTIURAI_ 1A' %' ARGON MMN. WR-%' TAPGONS OR EMBEDMENT MINN. LOCK TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .148 TAPCONS OR DRIVE PIN (MIN SHANK SIZE .146 EM3EDMENT INTO BLOCK DRIVE PIN (MIN. 614ANK 81ZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8' G1`fLL MIN. EMBEDMENT I Al) MN. EMBEDMENT I Ya'J WITHINCmu ' MIN. EMBEDMENT 141) WITHN 8' OF EACH END 4 V Cmu V OF EACH END 4 IB' O.G.ii RY DRYWALL WITHIN 8' GF EACH END I'X4' OR I X2' P.T. NAILER IVOr— MAX SPACING K' DRYWALL MAX SPACING. 2X84= X4' OR DO' P.T. NAILER 4 Is' O.C. MAX SPAGINa 2XS� Li ND 2X SECURE TO 2 ,m SECURE TO BLOCK W/2-i(r' ® 1'X4. OR 1'X2' P.T. NAILER ooR CASING SECURE TO BLOCK W/2- OOR CASING BECtl1� TO BLOCK SEOA TAPCONS OR TATAPCONS STRUCTURAL MEMBER W/(2)12d WITHN 8' OF EACH OR DRIVE PIN TAPCONS OR DRIVE PIN DRIVE IN END 4 6' TO 8' O.C. MAX (MIN. SHANK SIZE.146 MIN. HEAD STYE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE 145 MN. HEAD SIZE 300 OOR JAMB OR WINDOWMIN. (MR 6HANK SIZE.14E HEAP SIZE 300 OOR CASING DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4'1 WIJC ATTACH TO 2X PER MN. EMBEDMENT I Y4') WITHINttACH t0 2x PER MIN. EMBEDMENT I Y1) TTACH TO 2X PER V OF EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OF EACH END 4 IS' or- MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAIL*. MAX SPACING. :SHIM A8 NEI=DED TO PLUMB MAX SPACING. NOTE: SHIM A8 NEEDED TO PLUMB 18' O.C. MAX SPACING. NoTr. SHIM As NEEDED PLUMB JAMB (DO NOT EXCEED Yi) JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED A4 CONT. 2x4 RAT RUN SECURED W/ (2) 12d'6 a EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM 50ARD OR 1/2" HIGH STRENGTH CLG. 50ARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-vALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -CAST CONC. SILL P.T. FURRING STRIPS 6 24" O.G. 1/2" GYP. WL. 5D. WOOD BASE 2x4w SECuRE TO BLOCK WN4' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN V OF EACH END 4 ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING THROUGH NON-STRUCTURAL W6' 2X& • TAPCCN MIN. 1-41 EMBEDMENT SECURE TO BLOCK INTO BLOCK WA-1/4' TAPCONS OR DRIVE PIN rMK SHANK SIM .145 , GMU MIN, HEAD SIZE -SM 'DRYWALL MIN. EMBEDMENT 149 WITHIN V OF EACH END 4 I'X4' OR I'X2P.T. NAILER 10' O.G. MAX SPACING ❑ 2X8® yal OSB. X 4' MIN. SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ATTACH TO 2X PER MIN. EMBEDMENT I Y4) MANUFACTURES DETAILS. WITHIN V OF EACH END 4 NOTE: BRIM AS NEEDED TO PLUMB 18' O.C, MAX SPACING. JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK G WINDOW TO BLOCK +3-7 I6' ALE: 3/8 ='-0' 2X44M SECURE TO BLOCK WN4' TAPCCLNS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE "Is MIN. EMBEDMENT 1 Y19 NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END 4 IS' O.C. MAX $PAGING BE ON OUTSIDE 4 SECUSED 2X64= THROUGH NON-STRUCTURAL SECURE TO BLOCK WA-I/4' ETDPCN. 11 TAPCONS OR DRIVE FIN NTrIN BLOCK (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EAGI-1 END 4 DRYWALL IB' O.C. MAX SPACING. [IY4' I'X4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/I 11-V ' P.T. X 4' MIN. I TAPCONS OR DRIVE PN OOR CASING (MN. SHANK SIZE .145 MN. HEAP SIZE 900 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER ANUFACTURES DETAILS. 15' O.C. MAX $PACNG. NOTE: SLNM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) FI5ERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR R90521 ON J" O S.B SHEATHING OR }" CDX PLYWOOD SECURED PER FASTENER SCHEDULE 11-011 i Yam. MTL. DRIP EDGE J 2x4 OR 2x6 FASCIA PER — ELEVATIONS VENTED ALUM. SOFFIT — STIFF5ACK At ALL — UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) 0S.5. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR i116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) -1/5" THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFI5ER JUM50TEX GRADE 'D" PAPER OVER TYVEK 5UILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL 5/D3)- SECURE GABLE TO 2x6 P.T. —� PLATE W/ 126's 8' O.C. MAX SECURE 2x6 PT. PLATE TO 5LK W/ j"x9" ANCHOR 5OLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. 0 32" OC MAX. THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY z 1-STORY GABLE WW1 VAULT CLG. 3 1 3 LO C K WALL SCALE: 3/4" =1'-0" a, Cmu Y/ DRYWALL I'X4' OR I'X2' P.T. NAILER ® Ix4 P.T. OR 91X4' MIN. SECURE THRILL FRAME 4 EXPEND I,Y1 INTO BLOCK W/ fib' TAPCONS OR DRIVE PIN ® (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -Al WITHIN V OF EACH END 4 IV O.C. MAX SPACING CASING JAMB OR WINDOW 4 TO IX PER MANUFACTURES NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +6/4 �MWMWW Tp BLOCK +3/4 OR +6/4 DOOR JAMB TO BLACK +1-1//2" DOOR JAMB TO BLOCK +2 ����� DOOR JAMB TO BLACK +3' DOOR JAM® TO HIACK +3 3/4" v n WINDOW TO BLACK +1-1/2' WINDOW TO HLOCK +2 1/4y �. ADLDOW +3' ivrl WINDOW TO BLACK ±9 3 4"_ SCALE: 3/8'•I'-0' y SCALE: 3/8'=1'-0' SCALE: 3/w-r-0' `i SCALE: US'=1'-1V j FASTENER SCHEDULE ROOF DIAPHRAGM USE "I/16" OS.B. OR i/V CDX PLY WITH V RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EpGES AND "'8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4" O.C. EXTERIOR SHEATHING USE 1/2, GDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. OR 1/16'I ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPED,+°'.•) NOTE! RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ® ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREI" IENTS SIZEI HEAD I LENGTH I DIA. TENSILE STR ed ROUNPMOpIFIEp 1 1/8" .113 llo0 00 OR T loci ROOUND,MODIFIED 21/8' 1 .128 110000 OR NOTE: NAILS TO SE MFG. I5Y MEMBER OF TNT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0,113 INCH NOMINAL SHANK DIAMETER 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH zw z � TOP CORD *LOCKING AT 4' 'D ww O.C. MAX. IN FIRST 2 FRAMING NOTE: TYP. EXt, SFJEATHING ATTACHMENT z SPACES AT EACH END. FOR $HEAR 4 UPLIFT (0,525. TO BE STRUCTURAL N ° RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING NOT REQUIRED EXCEPT 49 OPENING$ If z z r m� ROOF 5HEATHINC; LAYOUT AND ENDWALL RRAGING BUILDIN'LENGTHOR � A5LrNDRAMIN "8 RING 5HANK GUN NAILS m 4' Or TOP < BOTTOM EDGES 2x4 BLOCKING BETWEEN TRUSSES WHERE "X" 5RACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d'6 a EACH TRUSS TO 5E INSTALLED a MID. POINT OF TRUSS SPAN, OR 10'-0" O.C. MAX. SEE ENEMY CODE FORMS FOR INSULATION R-VALUES I" GYPSUM 50ARD OR }" HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 a 24" O.C. a INTERIOR KNEE WALL GONG. FILLED LINTEL 5LK W/ (U 45 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) N5 RE5AR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16" O.C. 8" CMU 1/2" GYP. WL. BD, WOOD SASE a, NOTl=: PER FBGR 905.2.1 - 1=OR R001= SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OP 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675l 2X(b P.T. SECURED TO IX4 DIAGONAL 5TM. MASONRY w/ I/2"x9' AB. w/^� CHORD BRACING. 2" PIA. WASHERS, i" MIN. SEE PLAN FOR EMBEDMENT WITHIN 8' OF LOCATION EA. END, 32 O.G. MAX IN PRE-ENG'D WOOD FIELD. TRUSS (TYP) a 24' O.C. MAX SIMPSON HETA-I6 (TYP) VERIFY O VW/TRUSS PLAN 7 CONIC. POURED LINTEL COURSE "— IX4 SYP LATERAL IRS -INFORCING 36' O.C. MAX a TRUSS 5TM. CHORD, SECURE W/(3) loci NAILS a EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2"=1' -0" TYP, 3/4" T4G SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTAC44MENT FOR ROOF ALL EXPOSED MEMBERS SHEATHING (O.Sm. TO L�i STRUCTURAL GR,aDE) A R C H I T E C T S Design n rou lnc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Si?=m de LOT: CREEKSIDE LOT# 108 PitoimcT# 04321.000 310DIEifwi 'p 4EBB 1.828 CALI" RIGHT PA%Gm. SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATig: 3/30/17 SRCAlMo 1/4"1'-0" FINBTALLED SHINGLES T PAPER ER FBCR 2x4 BLOCKING BETWEEN N T" p�B ttau55E5 At FIRST (5)FIBERGLASS SH INGLESOVER PROVIDE EAVE OR }" CDx BAYS 4'-0" O.C. (AT 030 1=ELT PAPER (OR BAFFLE OVER THEE TOP SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED " O.S.B. SHEATHING OR 1" CDX CLEAR VENTILATION SCHEDULE VERIFY W/ TRU55 PER FBCR R90521 ON PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENG WD. TRUSS, PLAN O.S.B. SHEATHING OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS— y -F MTL. DRIP EDGE — - MTL DRIP EDGE 1 SEE ENEI�CsY GODS FORMS MtL. DRIP EDGE T�� PRE-ENG WD. TRUSS SEE ENERGY CODE FORMS WOOD SHEATHING FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA 24" 24" O.G. MAx. 2x4 OR 2x6 SUB -BAND FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2"+3 PER ELEVATIONS g" GYPSUM BOARD OR �" PER ELEVATIONS �IIC:I I STRENGTH GLCz. BoaRDR ELEVATIONS wRB LATER •I, CONt. zx4 RAT RUN sEcut2ED I-41Cs1-{ STRENCxTI-4 CLCx. stucco WRAP VENTED ALUM. SOFFIT �" DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 126's a EACH TRUSS VENTED ALUM. SOFFIT — BOARD WRB LAYER 02, FORTIFIBER T�F. WINDOW HEADER SIZE VARIES SEE ENERGY CODE FOR"fS FOR 5UILDING PAPER I/2" CDX OR i/16" OSB INSULATION R-VALUES METAL LATH o.H. PER WINDOW OPENING SEE SECURE t0 WALL PER 1,000 UPLIFT SIMPSON HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR FASTEN ro WOOD STRUCTURAL I/2" CDX OR t/16" oBB FASTENER SCHEDULE 5P2 6 EA. MEMBER ®"I" O.C. MAX DETAILS ON SHEET D2 I/2 HIGH STRENGTH GLG. 2X8 STUD 7W TEXTURED SECURE t0 WALL PER 50ARp 2x8 5YP �"2 FlNlsu + WOOD FASTENER SCHEDULE �- WINDOW ATTACHMENT AS PER OR 1/16 ZIP DBL TOP ON SHEET p2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE PLATE "M" TYPE CONTROL JOINT WINDOW HEADER SIZE VARIES FRAME TO BLOCK (INSTALLED PER y OR �/16' ZIP WINDOW SILL CONNECTION SEE DETAIL MANUF. SPECS) PER WINDOW OPENING SEE ZIP $I-IEATI-IINCx :.. 5HEATHING SYSTEM 2x6 STUDS ® 16" O.G. MAX W/ HEADER SPAN CHART FOR 15/DI (INSTALLED PER INSUL., SEE ENERGY GODS DETAILS SYSTEM (INSTALLED 2" DRY WALL 6' METAL LATH STRIP MANUF. SPECS.) FORMS FOR INSULATION PER MANUF. SPECS. WINDOW ATTACHMENT AS PER I„ 6' WIDE STRIP SELF 2 DIA ANCHOR BOLT ADHESIVE FLASHING:, CLEAN R-VALUES MANUFACTURE SPECIFICATIONS OR AT 16" O.G. MAX WITH -I" MASONRY SEFORE APPLYING: 1/8" THICK, 3 GOAT/8" THICK, 3 GOAT WINDOW SILL EMBEDMENT AND 2" CEMENT PLASTER' T 4 G SUBFLOOR GLUED AND CEMENT PLASTER WALL 5 TEXTURED APPLIED t0 METAL SCREWEp AS PER FASTENER APPLIED TO METAL 2x6 STUDS a IV' O.C. MAX W/ FINISH a MASONRY x, SH-4EATH�ING DIA. WASHER LATH OVER 2 LAYERS X; SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE a' CMU OF GRADE "D" OF GRADE 'D" FORMS FOR INSULATION 2x8 SYP 02 ON PI BUILDING PAPER OR BUILDING PAPER OR n R-VALUES WOOD STUDS m Q. X PAPER BACKED LATH PAPER BACKED LATH f " T e G SUBFLOOR GLUED AND AT 12" O.C. MAX `� VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED HOUSE WRAP HOUSE WRAP SSCCHHEEDULLEAONPSHETT FASTENER BETWEEN DISSIMILAR 2x8 P.T. SYP '"2 I O SOLE PLATE (1) COURSE TIE -BEAM 4 ATERIA]C�,S POURED SOLID WITH DETAIL 5 �PRE-ENG F TR s z CONCRETE. (1) 05 SCALE: N.t.S. 1 nNstAL Ecs.) z REBAR HORIZONTALLY GONG FILLED LINTEL all PS OR :' HIGH 0-1 3/4" T 4 G SUBFLOOR GLUED BLK W/ ll) "5 REBAR RE GT C BOARD DETAIL 5 \ LL IWEEP SCREE PRECAST LINTEL AND SCREWED AS PER CONTINUOUS 1x2 N ER/DRAFT STOP PRE-ENG FLO 55 O �/ ASTM 926-G +� 63 C 1=ASTENER SGI�EDULE ON (INSTALL Pip. PE 5.) �t uJ (SEE D I 2/D ) WINDOW ATTACHMENT AS SHEET D2 „ GY M } ut �f 1-- PER MANUFACTURES a BEE ENI=RGY CODE FORMS HIG st N .G. BpARr) hi V SPECIFICATIONS FASTEN 2X4 RIBBO CP. a FOR INSULATION R-VALUES 1 NAILS /DRAFT STOP 0 GMU) W/ ($) 12d NAILS EA LI- PRECAST SILL S PRECAST LINTEL Z 415 RE BAR a 16" C C. FILLED LINTEL BLK W/ W O.C. MAX, IN PR G FLOOR TRU55 S REBAR CONTINUOUS z W WINDOW ATTACHMENT AS PER w CONCRETE ( INS L P 1" IFG. SPECS. MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS POURED CELL, Ix2 P.T. 1=URRING STRIPS 5/8" THICK, t 'S 16" O.G. N . FI ED LINTEL BLK W/ PORTLAND ENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES � � YER(FY PER PLASTER A PLIED PRECAST LINTEL PLAN. 8„ CT ..IU CI REBAR CONTINUOUS Ll C� DIRECTLY t0 (1) ►5 REBAR VERTICALLY WINDOW ATTACHMENT AS PER :�i z 1/2" GYP. WL. BD. MASONRY W/ GONG, POURED CELL MANUFACTURES SPECIFICATIONS o R-4.1 RIBBON 5/8" THICK, 3 A N U INSULATION C1)4 CONTINUOUS REBAR Ix2 P.T. FURRING PORTLAND GEM T PRE -CAST CONCRETE SILL FASTENING DETAIL STRIPS s 24" O.G. PLASTER APPL D } WOOD BASE 8' GMU DIRECTLY t0 SCALE: 3/4' 1'-0" (1)'S REBAR VERTICALLY 'd O r 1/2" GYP. WL. BD• MASONRY W/ GONG. POURED CELL m Z 4 REBAR 48 LONG _ Q W/6" HOOK c 24" O.C., WOOD BA5E Ix2 P.T. FURRING 4 Z -4 Q •:� - _ MIN. 24 IN SLAB z `` 0'-0" STRIPS o 24" O.C. Q ROOF tR155 UPLIFT �' 8' GMU �" t`J 2 -�' < N. CONNECTOR SHOWNN NOT FOR l`I ". - FIN. FLR. GO •I _ IN 5L,45i CLARITY (SEE O 1/2, GYP. WL. BD- suoP pWSs.) N % z q WOOD BA5E _ OIL z FIN. FLR WALL I a a. a I/2"WCON WWM ON /o-MI x6E4xrERHR WALL c 1.4X 0 L a, SECTION — - �,�,� POLY ETHYLENE VAPOR NO ) -FASTEN EACH STUD RETARDER ON TO DBL. TOP PLATE - WOOD 2-STORY 2 STORY �..�: WELL -COMPACTED CLEAN W/ USP 5Pt24 NAIL PER MANUF. SPECS. WALL WALL FRAME TO FILL TERMITE TREATMENT0 SHALL BE BORA—CARE SECTION AT TOP _� -0 SECTION SECTION LOCK WALL (3) �S REBAR CONTINUOUS OF EXTERIOR "ALL 1 SCALE: 3/4"=I'-0" SCALE: 3/4 -1 -0 ON CHAIRS Q scALE:NTs C./ F15ERGLA55 SHINGLES FIBERCsLAS5 SHINGLES PRE-ENG GABLE TRUSS OVER 030 FELT PAPER STRAPS SPACED OVER'"30 FELL PAPER PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS PLACE STRAP INSTALLED PER FBCR INSTALLED PER FBCR AND FASTENED AS SPF StIFFBAGK (SIFE SEALD TRUSS SPF STIFFBAGK (BEE SEALD TRUSS DIAGONAL BRACE (WALL FOR CLARITY) NOT SHOWN WITH ONE R905.2.1 ON OS B. R9052.� ON" OS$ SHOWN FOR CLARITY) ENG. PACK FOR SIZE 4 CONNECTION) II ENG. PACK FOR SIZE < CONNECTION) CENTER OF TRUSS ADDITIONAL SCRAP AT �� BHEATHING OR p" CDX FASTEN STUDS TO BLOCK WALL EACH WINDOW KING STUD SHEATHING OR CDX SPAN OR HIGHEST PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN WITH usP MsrA4a STRAP wlLL PLYWOOD SECURED PER FASTENER TRUSSES At FIRst C5) BAYS 4'-0" TRUSSES At FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL FASTENERS AS SHOWN. INSTALL PER FASTENER SCHEDULE O.G. (AT SHEATHING SEAMS) O.G. (AT SHEATHING SEAMS) BRACE t0 BE +s ANY SCRAP s EA END lUNA) - - — (10) COMMON NAILS NOTE, SCHEDULE SPAN 15'-O" OR SPACE STRAPS AS FOLLOWS, IN STUD 0.148 DIA X I V2' MTL. DRIP EDGE DIAGONAL BRACE MTL. DRIP EDGE GREATER. REFER TO 160 MPH 'C'. 32' O.C. L ) 2X4 OR 2X6 FASCIA -150 MPH 'G': 32' O.G. CENTER OF TRUSS SPAN OR TRUSS ENG. FOR 14rnPH 'Es: ' 49' O.C. c. PRE-ENG WD. TRUSS 24" PRE D. 24 ADDITIONAL HIGHEST RIDGE. DIAGONAL PER ELEVATIONS O.G. MAX. O. HORIZONTAL TRUSS TOP of STUD WALL 2X4 OR 2X6 FASCIA BRACE to BE a ANY SPAN SECURED W/ l3) 12d / - PER ELEVATIONS �` /// 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE FILL ALL REMAINING STRAP SECURED W/ l3) 12d SECURE t0 TO TRUSS ENG. FOR SEE FASTENER 5EGURE TO 0'-C" TO "30'-O' (I) HOLES W/ I(dd NAILS INTO NAILS TRUSS W/ - ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE - WOOD BaacING p2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) �' I/2" CDX OR 'I/16' OSB (2) 12d TRUSS REINFORCEMENT. DO NOT PLACE SCREW IN SECURE TO WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP OF TOP HOLE NEAREST TO TOP FASTENER SCHEDULE 0'-0" t0 30'-0' (I) I/2' CDX OR -T/I( OSB lo CENTER AND (2) MASONRY WALL OF GMU BLOCK WALL ON SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED CONNECT BOTTOM OF O OR T/16" ZIP SHEATHING 30'-I' TO 60'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER STRAP TO CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO END w) (T) 3n6' DIA X I-I/4' MANUF. SPEC5.) m CENTER AND l2) �R I/16' TIP S1 EATHING x LONG TAPcoN MAsoNRr WEEP SCREED, SEE BRACE DIVIDED SYSTEM (INSTALLED PER T. 2x4 SPF RAT RUN SECURED W/ 2-STORY WALL SCREWS CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF. SPECS.) (2) 12d's EACH tRu55 GABLE END DETAIL 5, SHEET D3 (2) 12d's a EACH TRUSS TO END 2X4 W/ 3/8 5 X LAG 2X6 P.T. SECURE W/ _ (2) 2x4 02 S.Y.P. DIAGONAL BRAGS W/ 932" O.G. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 1/2"X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's o EACH TRUSS DIAGONAL CROSS CONNECTION X-BRACING t0 COVER 5-TRUSSES EXTERIOR STUD WALL CONNL BOLL 32 O.C. MAX. X-BRACING t0 COVER 5-TRU55E5 X-BRACING 32o.G. MAX. -- BRACING NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH „- DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6" O.G- SCALE: 3/4 -1 -0 2X STUD 16' O.G. MAX. STRENGTH GLG. BOARD SCALE: 3/4" = I' -0" TO NT$ MAX. STRENGTH GLG. BOARD A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngrou p.com AA #: 0003325 S nrv. de I.OT: CREEKSIDE LOT# 108 PIROZECT# 04321.000 MODIC . 4EBB "1828-CALI" GABIAGE 8`11'1 RIGHT PAO SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES It 160 MPH EXP. C 10 ARCHITECT. STATE OF FLORIDA 3 /-3O /17 SO' . 1/4"=1'-0" r. �a tiA , A RCHIT ECTS *NOTE: NAIL SNI=ATHING TO ALL 2X A5 PER EXT. 5HEATHING NAILING, 8d 4" O. . X EDGE5 4 6"-V D.G. MAX IN THE 1=IEL7,) 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. DO ELK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MIN, THAN RAFTER SIZE MIN. (3) I2d NAILS OR A W/ 2'X2"XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN, (4) 10d SUN NAILS GARACsE DOOR H IN JOINTS PRIOR TO FILL[ 1Cs DBL. TOP PLATE 0 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 16' O.G. MAX. RAFTER W/ 2x4 16' O.C. MAX SECURE 2X4 TO k MIN. (3) 12d NAILS OR _ WOOD W/2-12d 0 6'-8' MIN. (4) Imd GUN NAILS m u 2x RAFTERS SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-Vo' TAPGONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES tApGONS OR DRIVE IN (MIN. SHANK SIZE J45 MIN. o o BELOW W/ (MIN. SHANK SIZE J45 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD SIZE s00 HEAD SIZE 300 MIN. EMBEDMENT I Ya' N 8' FLAT TO BLK (3) 10d GUN NAILS 0 EA. TRUSS — lz:�: EMBEDMENT I Yi w/IN BT. PLA EA. END NOT 18 o ap A?�I �IJJAY SIDES: W/ GUT NAILS. Ea END Not ro ExcE FF 8' 2X6 GARACsE DOOR BUCK W/ (B) RAFTER TO DRUBS TRAP BT_ PLATE 19 Xj'X8" A -BOLTS 4' EMBEDMENT MIN. LE CREATE VOID FOR STRAP 2X4 SO BLOCKING W/ 2'X2'XA WASHER AND NUT PENETRATION SECURE SHEATHING 1/2, CDx SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2 BLOCKING 1/2' COX WITH MIN. 2-12d PER MILK. GARAGE DOOR HDR IN JOINTS PRE-ENG TRUSSES sE T SHEAt 1NG EA. END PRIOR TO FILLING. WITH M 2-12d PER BLK 1-2X6 PT BLOCK a CENTER OF PRE -ENS. TRUSS £A. END DOOR HEADER WKI)1i XS J-BOLTS EXTERIOR ARCHWAY 2 EXTERIOR ARCHWAY o 4' EMBEDMENT W/ 2"X2'XYa' WASHER TA-24 ALTERNATE R TO 5LK'N CONV. FRAMED ROOF WITH WINDOW SCALE: In"=1'-O' AND NUT. MSTA-24 RAFTER TO TRUSSES S J SCALE: I/2'=1'-O' 1 SCALE: 1/2'=1'-0' BETWEEN TRUSSES 2X4 SECURED TO PRE-ENG TRUSSES W/ TRUSS " 1115 UPLIFT GAB NG W/(2)12d NOTES: CONNECTOR VERIFY W/ SIMPSOM PTOM20 6° ° O ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 10d TO TR1188 / 2X CU D TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" 45 SUCH INSTRUCTIONS ARE MORE STRINCsENT POURED IN CONT �-- % U 2) RIPPLE STUDS o 16' O.C_ POURED LINTEL W 2)I EA, UPRIGHT GARAGE DOOR MAX M IWO UPLIFT / ABUCK ATTACHMENT HEADER SIZE PER SIMPSON L5TA-12 0 EA. JACK (2) SIMPSOM HTSM20 SPAN CHART. STUD, 80TH SIDES OF =� SCALE: I/2'=I'-0" INSTALLED ON OPPOSITE OPENING. FACES OF BLOCK WALL L-30 0 1, CDX PLYWOOD 2x STUDS ® IW O.C. MAX W/ W/10 10d TO TRUSS STABLE BLOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" DOOR WIDHIN J' OF WINDOW/ DOOR TAPGONS TO CONT 2x4 BLOCKING OPENING OPENING AND SECURE PER POURED LINTEL 9 EA. RAFTER OPENING NAILING SCHEDULE RAFTER KING STUDS (SEE HEADER q\ Y/ 2x4 RAFTERRAFTER a a ° a �" a— a NG TRU SSA SPAN GHARFOR DETAILS /rPRE-E AND SPECIFICATION) a CONTINUOUS a 24' O.C. a An:" 2x4 a PRECAST LINTEL a JACKS IEEE HEADER SPAN BOND BEAM FRAMING CHART FOR DETAILS AND (TYP) �' JSACKIS STUD SPECIFICATION) TO BE CLOSED VALLEY FLASHING DETAIL 6 FRAMED OVERHANG SECURED ONE: PLY ®A TIME. USE 12d NAILS, T %/ °TWO WITHIN 6' FROM EACH END i NO MORE THAN 12' O.C. STAGGERED 2X4 DBL. 6P4s32 O.G. MAX 2X4 DBL. 20P PLATE 1/2" GLG, BOARD I/2"xV A.B. MIN, 'T' TAP CONS TO 5ECURE TO FRAMING, EMBEDMENMT 8' FROM EACH MIN. 2' COVER TOP PLATE TOP < BOTT TOP PL TE ° NEED MIN 1 1/2', LESS THAN TYP. INTERIOR END a 32' O.G. MAX. 2' APART —PRE-FAB ° 1 1/2', WINDOW MUST BE ° PRE-FAB Jill - PRE-FAB 2 cLG--. Bo..RD Pr!E_ -FAB SECURED TO BLOCK a DOOR OPENING WD FRA BOTTOM PLATES AND FULL TR 5 1/2' CLG. BOARD TRUSS TRUSS 11 SCALE: I/2"=1'-0' LENGTH STUD, BOTH SIDES TRUSS ANCHOR CONT. METAL D a OF OPENING. 12 RETROFIT NTS. 1/2" CLG. BOARD I/2' DRYWALL TRACKS, TOP t p "; BOTTOM ) 2x4 BLOCKS LINE OF SLAB g 016' Y O.C., U.ON. �4 1/2" DRYWALL I/2" DRYWALL � SECURE 2x TO BLOCK W/ (2) ° 2X4 CONT. 2X4 WOOD C T• 5 1�BAIR VERT. IN COR•lER BEAD SUDS 016" �` �'x3' TAPCONS OR DRIVE PIN SOLID GROUTED CELL SEALANT 4 STRESS CHANNEL SNAPPED / O.C„ U.ON. LOCKING 2X4 WOOD (MIN SHANK SIZE .145J BACKER ROD BLOCKING MID -WALL STUDS 024' STUDS 24' O 1 a 5/8' THICK 3 COAT I/1/ e' CMU SEE MID -WALL SECURE BT. PLATE LAYER (MIN EMBED. I ) � ° CEMENT WLASTER STRUCTURAL FOR SE !/2'x9' 70 SLAB W/ 10d OCM WITHIN S" OF EACH END AND APPLIED PLA T'O SLAB I/2' DRYWALL 32° l' 1 MA MRY NAIL • W ° IS' O.G. MAX SPACING. DIREGTL*` TO \' REINFORCEMENT W/ 10d MASONRY E D BID D TO EAGAl NAIL 0 32' O.C. - 2X4 PT. BID 0 12' O.C. _ ° MA80NRY \ // / CELL LL As R FILL MAX PLATE 0 CMU WALL / PRODUCT PER SEE FOUNDATION GONG SLAB FOR DETAILS —GONG SLAB GONC. SLAB 4 a a 4 ° FROM MIAMI DADS -- a ° a e� a .: ' • COUNTY Lj aMOULDING ALL , C. 6LAB ° - WEATHER STRIP SEE FOUND AT ° ION G FOR DETAILS SP4032' O.C. MAX ° " AROUND ' 1-STORY `" � ° ` ° ' ° a 4 ° � c,ALV. StEL�--,, DOOR MANUFNUF.) 1-STORY I -STORY 1-STORY TYP.INT. WALL ° TRACK BRACKETS INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS .� �� a F� A P W/ NON-BRG. 3/16'xi 1/4' l-AG arVr�ETLRA<.K OVERHEAD POOR (NO UPLIFT) (W� UPLIFT) 8 (SCALE.B-1 ) (NON—BRG.) eclMuB 1'MIN BY OTHERS SCALE: I/2'=1'-0" SCALE: I/2 =1'-0' SCALE: 1/2 =1'-0" FASTENED TO SLIDE ARCH WINDOW FRAME BYMAI.F. t8 TRAM ROOM BR4CKE w/ I/a'-2oxlr2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=1'-O' AND LOCK NUTS. TRUSS DO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSS PRE-ENG. TRUSS DOUBLE TOP PLATE C z 2x CONTNNOU5 STRESS DBL. 2X TOP PLATE L z 51*4032' O.G. MAX BLOCKING MID WALL 2x STUDS 0 16' O.G. MAX, OR t/I6' ZIP SHEATHING U.O.N. SYSTEM (INSTALLED PER MANUF. SPECSJ q' T s G SUBFLOOR GLUED 2X BLOCKING 0 AND SCREWED AS PER TOP OF F SCHEDULE' I/2' CDX ' R SCUDS TO OOR SCUDS = 2X SUDS 16, O.G. M a w SON M5TA-36 0 32' 2X�-BT��M.``PLA OC. MAX 3/4' FL! Rc CKING � M5TA-36 32'O.0 y o MAX �-ENGINEERED Y FLOOR GIRDER __1_� PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS 0 16' O.G. MAX, W/ 1/4" GAP FROM ELK DO OSB. U.ON. 1/2' GYP. WL. BD. HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF 0.515. DO PROVIDE CONT. NAIL PATTERN SECURE BT. PLATE TO SP4032' O.C. MAX SLAB W/ }'x9" ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SHEATHING •TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW • _ SIMPSON SP4 0 32' O.G. MAX INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO SUDS PRE-E SSES W/ TW55 GON TOR RIFY W/ MI vruADe5 DO LELATE PRE-ENG TRUSSES OR- CONV.FRAMED RAFTERS E 0 16' OL. AE00 NGINEERED SON —� SON L5TA-12 0 EA. JACK TRU55 STUD, BOTu SIDES OF r OPENING. MTS-12 2x STUDS a 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE O I�LATE KING 5TUD5 (SEE HEADER 1/I6' 05.5. SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN SHEA INS OR 2X4 X4 STUDS 16" O.0 CHART FOR DETAILS AND D PLY D. ACHED 0L.A PLATE SPECIFICATION) R FAS NER SCHEDULE -1/16" 05.5. JACK STUD ASSEMBLY TO ON SHEET D2 TS- SECURED ONE PLY 0 A TIME. ZIP SHEATHING TEXT. FINISH USE 12d NAILS, TWO WITHIN 6' SYSTEM (INSTALLED PER FROM EACH END < NO MORE M 2x4NUR SPECS.) THAN 12' O.G. STAGGERED 2x4 BLOCKING UNDER WALL SUDS SCURE ETA-I6 SP4 OR H5 0 TOP AND BETWEEN TRUSS BAYS W/ PRE-ENCsITNREUSSRED BOTTOM PLATES • EA FULL (3) 12d's EACu END " CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENING. SHEATHING TO LAP TO STUDS 0 16, O.G. BOTTOM OF PRE-ENG'D MTS-12 s EVER STUD TW55 BELOW_ SHEATHING MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FRO`I 2ND FLR. LINE. KNEE WALL DETAIL @ ENTRY % INT. 2-STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE:3/4'=1'-O' SCALE:In'=1'-0' 4 SCALE:I/2"=I'-0' DOOR OPENING WD FRAMED ATTACHMENT 14 SCALE:1/Y'=1'-0' 15 scALE:In' -0' CONTROL DATE: 07/01/15 I� .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 JUL 12 20V DA ja 3/3O/17 e FAI Opening Design Product Rate, Product Pressure Design Pressui Swing door (+36) / (-47) (+67) / (-67) SH Window (+38) / (-50) (+50) / (-50) SH Window (Integral (+38) / (-51) (+50) / (-55) Mulled) Picture Window (+38) / (-51) (+55) / (-55) Sliding Glass Door (+33) / (-41) (+25) / (-50; Opaque slab with or without impact (+36) / (-47) (+50) / (-50 sidelights (1 or 2) Opaque double door without (+36) / (-47) (+50) / (-50 sidelights Opaque single door (+36) / (-47) (+47) / (-47 with transom Glazed single door (+29.5) / (-32.1) (+50) / (-50 Double Garage Door (+29) / (-35) (+46) / (-42 Roof Underlayment Soffit (+75) Hurricane Panels + or - 20 p.5 Less than 6' span Hurricane Panels 6' + or - 20 p.i span or more Zip System Sheathing A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 F W v � � z x F q. q V 1_ W Q F r F suBul V. a LOT: CREEKSIDE LOT# 108 p 0432�000 YODSMA 4EBB "1828-CALI" GARAOR SWING. RIGHT PALM PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORRaA JUL 12 2071 Dg� 3-l�/17 S9C 1/4"=1' 0" ARCHITECTS NOTE: NOTE: NOTE: IF ZIP SI-IEAtl-41NCz SYSt1=M 15 APPROVED BUILDING WRAP IF ZIP 5I41HAT{41NG 5T5TEM IS 6„ INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF-ADHERINGS MEMBRANE MANUFACTURERS Co' • VERTICAL LAPS (ROLL WFLASHINGPMA !COMPATIBLE w/ HOUSE ENDS) < 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER \ INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. y WITH FORTIBER SHEATHING TAPE FI ASuING TO EXTEND ONTO PIPE / / I' OR LESS PIPE S Wx6' SELF-ADPERING MEMBRANE PENETRATION FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" PREFORMED CONTROL JOINT i }' THICK 3 COAT CEMENT SELF-AD ERING FLANGE OF CONTROL JOINTS T '� \ PLASTER / \ I FLASHING OVER MEMBRANE BE WIRED TIED t0 LATH • 9" \ WRB LAYER M2, FORTINBER 4 HOUSE FLASHING WRAP. O.G. MAX (VERT.). NOTE: DO BUILDING PAPER / I" MIN, LAP FETAL LATH \ FLASHINa TQ EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO j A WALL EVEN IF STUD EXISTS <, BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH Ix x X X I LEG MAY BE USED TO TEMP. FASTENED •i' (VERT.) O.G. MAX T SECURE CONTROL JOINT AT SUPPORTS X X X GUT AND OVERLAP ONE SIDE OF DURING INSTALLATION WRB LAYER M, METAL LATH SELF -ADHERING MEMBRANE -- CUT AND OVERLAP ONE SIDE OF FASTENERS t0 BE SPACED STUCCO WRAP FLASHING SELF-ADHEiill MEMBRANE • T' O.G. MAX VERTICALLY STEP #I STE10 02 FLASHING WOOD SHEATHING i / WRB LAYER M,' THICK, 3 COAT CEMENT WRS LATER M, OR 1/16' ZIP SHEATHING SYSTEM INSTALLED PER ! gT=o WRAP STUCCO WRAP M(7NUF ,CS / PLASTER METAL LATH 6' M,ti PAPER LAP BELOLU ONL'" WRB LAYER °2, FORTIFIBER WRB LAYER M2, FORTIFIBER WRB LATER 02, FORTIFIBER BUILDING PAPER A�rHAPeR BUILDING PAPER\ WRB LAYER M, 6'x6' SELF -ADHERING MEMBRANE A STUCCO WRAP FLASHING OVER 4'x4' 9ELF-ADHERING MEMBRANE \ a TO INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED ATH SHALL NOT WOOD SHEATHINGS STRAPS, STAPLES) AS w�F' OR 1/I6' ZIP SHEATHING: REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE [O"INTS CONTINUOUS TC a GAP ni TO a SYSTEM (INSTALLED PER N. N CONTROL r niN, MiN. PIPE/ WIRE TO FRAMINGFLASHING OVER A ING MIVMDRANE M UF. SPECS.)BUT SHALL HOUSE WRAP. D TOPPED SIDE. N LATHAND FLASHING t0 EXTENDONTO PIPE R ASTM CI063 PROVIDE2X4 BLOCKING__ — <^ ove.1.4 PLACED FLAT MAX 6' TO S' BALL LAP FROM CONTROL JOINT WHEN APER LAP V CONT. BEAD of SEALANT \ l CONTROL JOINT FALLS ON 2 OTE: / STRUCTURAL STUD SCALE: I I/2'=1'-0" INSTALL APPROVED HOUSEWRAP AIR FASTENERS FOR LATH TO BE NAILS OR INFILTRATION BARRIER OVER tAPLES IN COMPLIANCE W/ ASTM C1063 SHEATHING WIRE TIES TO BE (NO. 10) 00475' WIREOfy O WALLKSTUDS REQUIREDING SHOWN MAY 5E IR PLAN I / \ ELASTOMERIC COATING OVER STUCCO/ 1 G.V. FINISH (SEE tYP WALL SECTION) VERTICAL LATH vcF & PAPER DETAIL WOOD STUDS SECTION PER FBC R703.6.1 \ Exterior lathing and plastering SHEExterior use of portland cement plaster NOTE:. ' shall comply with the application OR 1/I6 ZIP SIHEATHING SYSTEM SIDE LAPS OF METAL' requirements of ASTM C 926-12A. (INSTALLED PER MANUF. SPECS.) ^. PLASTER RASES SHALL NOTE: BE SECURED TO BUILDING L LLInstallation of exterior Iatlhin and framing FRAMING MEMBERS. F'AFER 6LAP IF ZIP SHEATHING �JYcJTEM IS shall comply with ASTM C 063-12A. g M" TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLED, PLEASE SEE 1 1 ) BETWEEN SUPPORTS WITH 0.0416-IN. (121-MM) Stucco . LAP a LATH MANUFACTURERS w1RE At INTERVALS NOT 3" LAP a PAPer INSTALLATION PROCEDURES MORE THAN S' (229-MM). AS PER ASTM C1063 1 ( j } I. FOLD NWARD • PT. A O I. FOLD MWARV + pr. A �•_� 2. CREASE + pr. B NOTE: ®FOLD q� ]KI C ]KO U T FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS IN LATH I f=E F N T R A T I Oil IDETAIL DETAIL MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANJP. SPEC. OR &N,T,5. Lv PEEL 4 STICK FO ® -1/16" ZIP 51-4EATI-41NG SYSTEM ( INSTALLED PER MANUF. SPECS.) OR O L FOLD INWARD • ( G} ) L FOLD MU ARD + Pr A WOOD 5{-4E ATI-41NCx 2. CREASE • Pr. B WRB LAYER 01, 2. CREASE + f"T' a 3. CREASE • pr. c STUCCO WRAP 3. GREASE + pr. G 4. FOLD Pr. C OVER PT. B TILL Pr. C TOUGHE6 BOI" r``"T ® g" TF41CK, 3 COAT CEMENT PLASTER C' E N 1) LE G I. I Tin 1AM 7 METAL LATH LAP WRB 8 TAPE OVER DRAINAGE FLAN (WR5 ® FOLD ® ROOF/WALL SCREED ' /— /� .�1• arm uwreRrlo - LA� R #1/ & I�pUCCO WIRAF NOTE: S921 CUT.Lc, �z IF ZIP 51-4EATI-4ING SYSTEM IS z 5"X5' "L" TYPE CONTINUOUS LUR5 L A*rE R #2 «OI:T IF - I 5R INSTALLED, PLEASE SEE T GALV. METAL FLA5141NG MANUFACTURERS z (NAIL TO ROOF DECK, NOT BUIL� ) INCH RARER INSTALLATION PROCEDURES PLASTTE3 GOAT CEMENT ERWALL SHEAT4NG) WRB LAYER 02, FORTIFIBER I�E TAL LATH X X X X BUILDINGS PAPER CAP S4�INCrtLE - DO NOT NAIL, INSTALL WITP ROOF CEMI=NT STUCCO WRAP A00a a . ° LAP LAYERS GF BUILDING UIR.4P OVER NAILING FLANGE, STOP�8./7 Ili' ABOVE �� ... RCRE o0PAMALL SED ROOF CEMi=NT ;1+ .,: awWALL rAeNIrG 5�41NGLE ROOFING WOOD eHEATHING xxQQo OR -1/1(0ZIP SHEATHING SYSTEM 'V� i ALLED PER I"IANU�. SPECS.)T KICK -OUT FLASHMC!SEE DETAfl-NOTE: :::.. \ IF ZIP 514EATI4ING SYSTEM 15 NOTE < SE SEE MANUFACTURERS INSTALLATION PROCEDURES FETAL LATH- LATH TO E3E RER F5G FELT UNDERLAYMENT WATER TIGHT SMAL (BEND OR INSTALL KIOIQOUT­� SOLDER DO NOT CUT! SHINGLE ROOFING j / !IFL�A&-ING AT BOTTOM OF ROOF / UALL NTERrEC710N8 F R SQ. "I'�LRI (UTILIT� OR NO„IINA DRIP EDGE, OVERLAP 3',/ &41EAT V4'BELOW LATH DOES NOT I IE i 5=EGIfIC4TIONS) SHEATHNG, MECHANICALLY FASCIA WRAP ) ? ) ! q ('y �^y FASTEN 4' O.G. MAX. r L F L /. \\ E E N I .r .CYJ�I N.t.c. 11 f..-J JJLL JJLL JJLL JJLL \\ �I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 JUL 12 ` """ . 13 3 0 17 DATE: WAI NOTE: INSTALL 6' 5ELP-ADI-4ERINCs IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OP THE EXHAUST. _ o" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO 5E: OVER TOP E SIDES I. E50TTOM, 2. SIDES. 3. TOP �/16" ZIP SHEATHING: SYSTEM 7/1ro' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) OR (INSTALLED pER MANUF. SPECS.) OR _ I x l VENT CAI* IS TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHINCs OF SEALANT At TOP AND WRB LAYER 01, FLAS-I INCs ( X SIDES ONLY. SE�.ANNT IS TO BE WRB LAYER #I, STUCCO WRAP I rnnl an and ram! cc ❑r•r UNIT l— �./"� �� / WATER tj41Y OM�101Nts. .[ I ��_� — PF2MANl1 �F2Y�i2 I I III t� ��`v w� �' \\ II�WRB LAYER "2, PORtIFIBER I'd BUILDING PAPER ' i X C-L H HLL UIYL -' I` t- L S ALANt ALL VENT CAP (SET IN METAL LATH ''I I WRB L �2, I 0 TIFIBER i I JOINTS NTERSECTIONS CONT. SEALANT) woop Pie' 4 a WOOD ' APP Y SEALANT At PERIMETER OF BUI I P cortsrRucrlox ,,FINISH ®WOOD BACKER ROD ti -MOVABLE FRAME AND STUCCO. FASTEN TO WOOD STRUCTURAL ON ALL SIDES, 4" CAULKING: A JOINT SEALANT �+ ` MEMBER ®7' O.C. MAX ALL AROUND TOP SIDI=S g 8' GMU K, 3 COAT CEMENT } PLASTER -A' TO X" MID -WALL PER FBC R703.6.1 I,;' WEEP SCREED Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster - zQ DRYER VENT (BLO CK) K Ys" TO Y9` MID -WALL shall comply with the application X requirements of ASTM C 926-12A. WEEP SCREED i 6" WIDE STRIP SELF _" ADHESIVE FLASHINCs, CLEAN Installation of exterior lathing and framing MASONRY DEFotiE APPLYING: X shall comply with ASTM C 1063-12A. Ib" SELF-ADHESIVE tEXtURED WRB LAYER 01, —`` X: FLASHING — FINISH MASONRY STUCCO WRAP HOODED VENT BUILDING: PAPER WOOD FRAMED X OVER 'QUICK _ J" THICK, 3 COAT CEMENT FLASH" f — — — WALL B HORIZONTAL WEEP SCREED PLASTER (FRAME TO BL)CK) METAL LATH _ HORIZONTAL WEEP SCREED WRB LAYER 02, FORTIFIBER WALL THROUGH (FRAME TO FRAME j NOTE: BUILDING: PAPER WOOD SHEATHING: NOTE: IF ZIP SHEATHING SYSTEM IS % IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE % PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT (FRAME) �'��/ /� INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6 SELF ADHESIVE FLASHING: (INSTALL PER MANUP. SPECS.) all ok- If ZIP ATWM SYSTEM / !INSTALLED PER MANUF. SPECS.) BUILDING PAPER WOOD SHEATHING: UNDER "QUICK FLASH" WRB LAYER *1I, WRB LAYER NOTE: CUT OPENINGz IN STUCCO WRAP STUCCO WRAPP IF ZIP SHEATHING SYSTEM IS APPROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE BUILDING: PAPER MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONSTucrION GUT "X" INTO \ A V��PE NETRATION WRB LAYER ""1, SELF -ADHERING: �xk METAL H STUCCO WRAP MEMBRANE FLASHING: .T.S. a' cMu V L Asl B D APPLY SELF -ADHERING: 6 Is AND I ANE FLASHING vER WOOD SI-IEATI-41NG OvFR PDX AND O ' MI�WALL APPROVED WRB LAYER SC "I STEP #1 STEP #2 - 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: APPROVED Z FLASHING: HaUSEBE�O W�P WRB LAYER "I, STUCCO WRAP ELEC. METER FIELD IELEC. METER FIELD STONE vENEER VERIFT LOCATION OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING: -N NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING: ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING: rzDar= FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (I) LAYER OF PAINT APROVED /! C W STONE VENEER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER (FRAME TO BLOCK) WRB LAYER "2, FORTIRBER BUILDING PAPER i% CAVITY TO BE FILLED WITH RIGID POLYMERIC �T EF 5T P LEGE ND i; ISOCYANOTE-POLYBLENC) FOAM JL�("GREAT STUFF" OR SIMILAR) CI ACt/1MCO1/` DRAINAGE PLANE (UJRB APPLY A SILICON BASE SEALANT AT POINT LAYER #I, STUCCO WRAP) TI44T ELEC. WIRE PENETRATES APPLY E-Z BEAD UJRB LAYER #2 C1=ORTIFIBER — — — — — a OVER bra MIN GRADE "D° BUILDING- PAPER) AREA TO RECEIVE EALANT STUCCO SCRATCI-4 COAT ATDALL METAL LATH x-x-x-x 4 1 COAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO 1: ELEC. METER INSTALLATION PROVIDE STUCCO 5GRATGI4 COAT LARGER THAN THE ELEC. .o.o.o.o .o o. 0 0• 0 0 .o o, O WOOD SHEATHING METER CAN OR METER CAN OR 1/1ro" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND SELF-ADHESIVE r-L45HINC — — — — — DISCONNECT 5T E5 eT E f= NOTE: ELECTRICAL RECEPTACLE I" IETAL LATH: LATH TO BE PER FBC ELECTRICAL CONDUIT � R103.6.1 / ASTI"I C-841-09, 1M1N. 2.5 LBS. 8 PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT r'IEET SPECIFIE CATIONS) A R C H I T E C T S as 1 IN. nUINMLV RLMUMIN DLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Y� 9 aA'-'glA ao/17 ET (� WA2 WOOD 5HE14THING WOOD CONSTRUCTION 3/4' HAT CHANNEL W/a/e' TYPE 'X' DRYWALL WOOD SHEATHING WR5 LAYER wl, STUCCO WRAP " THICK, 3 COAT CEMENT PLASTER 0 WRB LAYER STUCCO WRAP AMIGO AM6fo-WFWC--TW CUSTOM CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) CASING BEAD 10 DTL. ® CANT. SCALE: 1 1/2' =1' -0" WR5 LAYER 1, STUCCO WRA'0 WR5 LAYER 02, FORTIFIBER BUILDINGS PAPER $" THICK, 3 COAT CEMENT PLASTER b" SAP P P SCREED TO S TI-11NG H WEEP SCREED 6" SELF-ADHEREING 1 FLASHING WRAPPED a TOP OF WEEP SCREED \� TO SHEATHING BELOW WR5 LAYER "I, STUCCO WRAP -N WR5 LAYER 02, FORTIFIB BUILDING PAPER i i 6" SELF-ADHEREING FLASHING WRAPPED i o CORNER OF CANTILEVER 7Y2" 4' POSITIVE DRAIN 191EEP SCREED NOTE: IF ZIP SHEATHING 5Y5TEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: 1IET,4L L4TH: LATH TO 8E FEIR 1=5C P R e0, NI ARD (UT1L1T� OR N2711N4L LATH DO 5 NOT 1``fi ET 5P G1F1C;AT1ON5) NOTE- IF I� � IF ZIP SHEAT ING SYEt 15 INSTALLED, P EASE MANUFACTURERS INSTALLATIO PROCEb�URES 3/4 RESILIENT HAT CHANNEL 5/8" TYPE CEMENT VINYL CASING BEAD 11D DRIP EDGE INSTALLATION NOTE: IF ZIP SHE HINDS 5 EM IS INSTALLED, PLEAS S E MANUFACTURERS INSTALLATION PR E UR=5 5/8' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FINISH ' THICK, 3 COAT CEMENT PLASTER WOOD TH RISTIVE I HER RESISTIVE BARRIER "2 " THICK, 3 COAT CEMENT PLASTER METAL LATH I00 SHEATHING '; ziP ;4m eretErt (2) 2xp 12 +-LEADER rc.) 4" P051T(VE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER *1 -WEATHER RESISTIVE BARRIER "2 ' THICK, 3 COAT CEMENT PLASTER METAL LATH 69ET21 9IPWAMr SYStE" VI YLCORP. 4' VINYL CORNER BEAD P261TIVE DRAIN WEE SCREED VINYL CASING BEAD j;N,O GAP IN EIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING: PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER "1 WEATHER RESISTIVE - BARRIER "2 J' THICK, 3 COAT CEMENT - PLASTER METAL LATH WOOD SHEATHING 4" POSITIVE DRAIN-� j WEEP SCREED E5 LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL " THICK, 3 COAT GEMS PLASTER VINYL CORNER BEAD -VINYL CASING BEAD ANTILEVEIR DRIP EDGE DRAINAGE FLANS (WR5 LA, rER *1, 5TUCG0 UJ AF) IURB LA1 ER #2 (FORTIFIBER BUILDING PAPER) r CETAL LAT44 STUCCO LJOOD 514EATHINCx 5ELF-ADHE51VE 1-LA5�41NC; x x x x / ///, 14A 3" X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6" PEEL < ti SEALANT, )2" MIN. STICK DRIP SPACE FROM DRIP EDGE TO FACE t0 tREX DECK i A" GAP FOR CKER ROD 4 SEALANT I VXI 94'" P.T. OR SIMULATED i WOOD (tREX) FILLER, VINYL CASINGS HEAP CONTINUOUS �t WATER PROOFING let �\ WEA R SISTIVE LAYER l2 LAYER PEEL < R "I STICK) WRAPPED FROM ATHE SISTIVE BALCONY PECK t0GOMPOWS R if 02 CANTILEVER APAW FM CLAMrr 6 PEEL 4 STIGK g t EI MEMBRANE, DRIP EDGE t0 DECK ; END OVER DRIP SU8 FLOOR EDGE ®3' X 3" 26 GA. GALV. ` METAL DRIP EDGE ___ --_- _ - ._:- __ SET IN FULL BED OF I'X1 �Ja' T R SI ATED i SEALANt,' MIN. WO l REx) ILL R, SPACE FROM DRIP ON N S FACE t0 tIZEX FOR BACKER VINYL CASING BEAD D 4 SEALANT WATER PROOFING let Ff SH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STIGK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD 8" THICK, 3 COAT CEMENT PLASTER V. METAL LATH 5/8' TYPE "X" DRYWALL x WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER "1 WEATHER RESISTIVE " THICK, 3 COAT CEMENT BARRIER 12 PLASTER 4" POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION Or - SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING; MEMBER " THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING: a -1" O.G. MAX. WR5 LAYER *1, STUCCO WRAP WOOD SHEATHING; METAL LATH WRB LAYER *2, FORTrI15ER BUILDING; PAPER CORNER BEAD @) FRAME 2 Ii CORNER BEAD (FASTENER 4 SPACING; 6 1" O.G_) cMu THICK, 3 GOAT GE1 (ENT PLASTER APPLIED DIRECTLY TO MASONRY CORNER BEAD (�i) BLOCK Y4" GAP FOR BACKER ROD 4 SEALANt COLUMN SHEATHING WEATHER RESISTIVE BARRIER "N WEATHER RESISTIVE BARRIER "2 6 SAP. —PEEL 4 STIGK --I X2"x3" 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT -I �' X 3' 26 GSA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANTA" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE ARR ER VINYL CASING: BEAD " X' f� W RESISTIVE WATER PROOFING let / IE 02 LY AER (2 LAYER PEEL "' '� X I COLUMN 4 STICK) ARAW PM CLA�\ SHEATHINGS 6' S.A .PEEL 4 5TIC \ F. I N2"x3' "L" FLASHING: SUB FLOOR FULLY EMBEDDED IN ROOF CEMENT WOOD SHEATHING WR5 LAYER "'1, — STUCCO WRAP i I X" X 3" 26 GA. GALV. •............:' METAL DRIP EDGE "XI .T. OR SIMULATED SET IN FULL BED OF OD TREX) FILLER, SEALANt, X2' MIN. NtINU0U8 SPACE FROM DRIP /FACE TO TIREX Ya" GAP FOR SEALANT VINYL CASING BEAD \� OPT. BACKER ROD. WATER PROOFING let MODIFIED 90 TI LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO ir VINYL CASING BEAD CANTILEVER g' THICK, 3 COAT CEMENT PLASTER 5/8" TYPE "X" DRYWALL METAL LATH W/TEXTURED < PAINTED WOOD SHEATHINGS FINISH " THICK,.3 GOAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED VINYL CORNER BEAD (SHOWN FORCLARIFICATIONOF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 9EDGE INSTALLATION C) COLUMN (W/"L" FLASHING SCALE: NTS WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH � ' THICK, 3 COAT CEMENT\ PLASTER 6 "SELF-ApHERINCx� , FLASHING WINDOW FLANGE WRB'LAYER 01, STUCCO, WRAP NOTE: IF ,ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOO)'jj Sl-4EATHINCx WR5 LAYER *1, STUCCO WRAP WRB LAYER *l2, FORTIFIPER 51JILDING PAPER METAL LATH J !EXPLODED $ THIGK, 3 COAT CEMENT V1EW FOR PLASTER CLARITY) WRB LAYER 02, FORTIFIBER Al ; BUILDING PAPER G � METAL LATH i J' THICK, 3 COAT CEMENT PLASTER I:o"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD C WINDOW ( FRAME, NO BAND) ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 1441 AA #: 0003325 DATE: 8/17 eC 1/4>�_1°-0„ A3 NOTE: IF ZIP SHEATHING SYSTEM IS ' yA° 14- 7-T-- THICK, 3 COAT CEMENT _ J" THICK, 3 COAT CEMENT WOOD S{-4EATI-41NCs INSTALLED, PLEASE SEE �eA5IN� EEHD �P R ;' � — PLASTER MANUFACTURERS TAL AT44 SEALANT � 1X TRIM MEMBER to TRIM / /. � INSTALLATION PROCEDURES � STUCCO TO � METAL LATH �\ WRB LAYER 11, � STUCCO WRAP M " SIDING TRANSITION LAYER 02, FORTIFIBER WOOD SHEATHING U1LDING PAPER I WRB LAYER 02, FORTIF� IBER : ! T SIDING I I _..,.- � wooD SHEATHINGj d BUILDING: PAPER WRB LATER 1 I m n , xilgn u a mma,x wMinwrnn, STUCCO WRAP _ WINDOW FRAME -� a ° a a ° METAL LATH I ................................... ...... WRB LAYER *2, FORTIFIBER —WRB L dw UILDING PAPER J" THICK, 3 COAT CEMENT . ;x WRB LAYER �2, FORTIRBER s-rc wRB LATER wI, STUCCO WRAP PLASTER BUILDING PAPER - - BEAD VINYL CASING V _ - (W/3/s" FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING x, ' �''. METAL LATH CASING BEAD /�.-. .... .............. .....,.,.,.. ,..... FLASHING — 6' SELF-ADHEREING VINYL ANGLED CExPLODEp S THICK, 3 GOAT CEMENT FLASHING OR PEEL $ STICK0/1 VIEW FOR PLASTER STUCCO - GASING BEAD I CLARITY) SIDING TO WRB LAYER *1, STUCCO WRAP, WRAPPED AROUND FRAMING CASING BEAD _ - MEMBER DRIP CAP _ .- (CROSS SECTION) - 6" SELF ADHESIVE FLASHING WINDOW FLANGE WRB LAYER *I, .-"i n WOOD SHEATHING I STUCCO WRAP i 2X FRAMING L WOOD CONSTRucTION MEMBER VINYL ANGLED BEYOND DETAIL ]BELOW EXPLODED �CASING BEAD FOR CLARITY ; WOOD 54EATWIWZ ��' � � � WEATHER RE518TIVE ' WRB LAYER 02, FORTIFIBER BUILDING PAPER ; WEATHER RESISTIVE ' / \ `---------------------------------------------------- _--------- BARRIER 02 // METAL LATH 1 LAP SIDING / /I ----------------------------------------------------------------------- — _--------------- 1 6" SELF -ADHERING — \ i b' SELF-ADI4ERINCs / FLASHINGx THICK, 3 COAT CEMENT ■. ;. FLASHING L g THICK, 3 COAT CEMENT ` PLASTER ;■ % '� I WEATHER RESISTIVE �4 � TY� >> OA- ING 5E,�� PLASTER % STARTER STRIP / WEATHER RESISTIVE 6"SELF-ADHERING \ ,' ,; .j / \ BARRIERn SEALANT TO WINDOW METAL LATH FLA5HINCs DO NOT CAULK O I I \ �/ 6" SELF -ADHERING SEAL OPENING / FLASHING GALVD METAL I GALV AL 'Z' FLASHING O - LA ER 02, FORTIFIBER DRIP CAS 7I=LA IN O NOT CAULK OR / I - - �' 11 T MEM Ar ER SEAL OPENING WINDOW FRAME / UIL G PAPER WINDOW FLANGE / T cASI OOD SHEATHING CASING ]BEAD C WINDOW // ' \ IY'Xb'SIMULATED 1, I WOD TRIM MEMBER (FRAME, W/BAND) \ SEAL GAP W/CAULKING ° / OR APPROVED SEALANT se asa.y .. ee.... ..: #E-5 r� i STUCCO CASING j BEAD i SIDING TO STUCCO WRB LAYR *I NOTE: BLOCK TO FRAME STucco WRAP(9) IF ZIP SHEATHING SYSTEM 15 TRANSITION \ WOOD SHEATHING INSTALLED, PLEASE SEE 19 \ r 6" WIDE PEEL 4 STICK MANUFACTURERS \ OVER FLANGE INSTALLATION PROCEDURES WNDOW FLANGE METAL LATH NOTE: j A _E-Z BEAD VINYL CA51NG METAL LATH. LATH TO BE PER FBC I 2X FRAMING (W/3/$' FLEXIBLE PVC BACKER ROD) I '� WRB LAYER #I, R703.6- / C-847-09MIN. 2.5 LB5. , � MEMBER STUCCO WRAP 1.000D SITIINC� PER SQ. YARD (UTILITY OR NOMINAL •APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE 4 BUILDING WRAP WRB LAYER #2, FORTIFIBER ><I 1 WRAP BUILDING PAPER /' I IIIa wooDCONSTRUCTION WIR5 LA�EIR #1, BEYOND LASHING HERING -1" 3 GOAT CEMENT I I Ip /� WOOD BREATHING 6 THICK, i STUCCO VRAF WEATHER RESISTIVE PLASTER 5aRR1ER0 i� \ BARRRERR01OLAP j BAR R 'E1D I W C A_ _t RESISTIVE BOvTOP ABRLy � X LAP SIDING ' W�5 LA� IR�,OfRTIF15EfR kr, A/IL - ---- /zI RSISTIVE VINYL ANGLED FiDERNCIER14 LA5HNG CASING BEAD `'` \ BARR ER ZATHER RESISTIVE ` t*'I E—E T A L L'• A T �4 STARTER STRIP VINYL CASING BEAD �, I I \ \� GALVV METAL DO NOT CAULK OR I I Z" FLASHING T�I1CK 3 COAT CE1 IENT SEAL OPENING \ ��� BDO NOT EALOPENING "R (EXPLODED 8p �+ 'p GALV'D METAL LEGEND �T VIEW FOR L,4JTE I\ 5ARRIER 01 TO LID of JL �I Z' FLASHING BARRIER "I TO LAP CLARITY) I Y<' x 6' SIMULATED - 6" MIN. ABOVE TOP WOOD TRIM MEMBER — OF Z FLASHING vINY I IY<' X 6' SIMULATED DRAINAGE PLANE (WRB I , CW!°y' FLEXIBLE \ / WOOD TRIM MEMBER LAYER #1, STUCCO WRAP) BACKER ROD) \ / SELF -ADHERING L4SHLIF�GADHERfNG FLASHING WRB LAYER *2 (PORTIFIBER CEMENT PLASTER \SEAL `� OR A GAP PPROVED SEKING ALANT BUILDING PAPER) WEATHER WESISTIvE L` WEATHER RESISTIVE CCASING p/^VJ 1g��-1 1y�1 BARRIER 01 BARRIER "1 METAL LATI--I x—x—x—x A S I N � � J�j AD � R A� s JLJ D WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/V FLEXIBLE PVC ]BAND (FIRZAME) SIDING TO STUCCO BACKERRODSTUCCO WEATHER RESISTIVE C FRAME TO FRAME BARRIER 02 WOOD SHEATHING SCALE: 1 1/2"=1'-0" 1� TRANSITIC)N (I STALLED PER MAN P.SPEcs.) 5ELF-ADHE5IVE FLA5HING A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 108 PR®JZCT# 04321.000 XODEl ,s 4EBB "1828—CALI" RIGHT pAca WALL ASSEMBLY DETAILS 160 MPH EXP. C 1/4' V-0 IF A R C H I T E C T S CUT HOUSEM AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WO STUD WALL SEEP I INSTALL 6' SELF -Ai FLASHING C NAILING FL JAMBS EXTEND FL I' BELOW 5 FLEX15LEI DO NOT SE FIN TEMPORARILY FOLD -UP t SEC HOLLSEWR4P(0 TUCK FLAP UND at HEAD FOLD POUSEW IN AT JAMBS 4 SLOPE SILL R NSTALL b' SELF-ADHE 'LASHING; C /INYL HEAL :LASHING ( CAMS) NAIL 'LANGE EXTEND 9ELF-ADHE :LASHING 1' SEYOND Jo 'LASHING NSTALL VIP ,AP ALIGN FLASHING; W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS Ti FLASHING AT THE kF'PLY 46'. NOM. :ONTIN000S BEAD r- SEALANT AT A -06 AND HEAD of LF'PLY TO BACK OF IINDOW NAILING LANCE IN LINE W/ DRE-PUNCHED IOLES OR SLOTS. STEP 4 FOLD DOWN DIAGC AGRO WINDO IIDE ADHESIVE :XIBLE FLASPINi VER DRIP CAP ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS O(FULL W]ZAP) - 5GA>_EG NTT NOTE: IF P= 5�4AT�4(N 5�ST 15 fNiSTALL , f::)fROCE 5 INSTALL PLUMB, L AND $QL MANUFAC WRITTEN INSTRUG? Y ALE NG DINT NOTE: I. IT 16 THE CONTACTORS 14MSPONSIBILTY TO VERIFY THE COMPATIBILITY Cr- ALL FRODUCTS INCLUDING WOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING, CONSTRUCTION. j 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY FACT ADVERSELY IF NOT ! COMPATIBLE. N AND SEAL JAMS TO SILL JOINTS WITH 1199 FOLLOWING; COMPLETION OF RIOR RETROFIT WORK j Ni REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WIT1.4 EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING: 'NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 ", 2x(o SUB -BAND W/1 "x4" NOTCH m END, WRAPPED IN R;f-=L 4 STICK DRIP EDGE -1/0' TEXTURED FINISH s WOOD %s' TEXTURED FINISH Is Cl"IU METAL FA I� I� I� II I I I � 2X6 SUB E I � � \1 METAL FASCIA � O WRAP Yell FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAi IE OR Ci" IU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY )ELEVATION- —ROOF KICK OUT REMOVED FOR GLARITY \F'OOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL T1- NOT INTO STUCCO) 3-GOAT PLASTER 2x(o SUB -BAND W/1"x4" NOTCH e "'}; END, WRAPPED IN PEEL 4 5TICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL -1/81, TEXTURED FINISH 9 WOOD METAL LATH WOOD SHEATHING LURE LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE; IF ,ZIP SHIEATHIING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -(d" SCABBED TO TRUSS W/126 NAILS (o"-8" O.G. MAX. 2x SUB -BAND W/Iy"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR Gl`1U) SUB BAND DETAIL Cap WALL SUB BAND DETAIL (9) WALL W./KICK—OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH m END, WRAPPED IN PEEL 4 $TICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4` ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tYflx4" NOTCH -s END, WRAPPED IN PEEL 4 5TICK *ROOF GEI" LENT 1w ROOF EDGE OMITTED FOR CLARITY A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 go h w a o N w z LU � o a � lll A o r evHarv: art LOT: CREEKSIDE LOT# 108 3PRO CT:# 04321.000 4EBB "1828—CALI" SWING - GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND ,0PHPC ARCHITECT: STATE OF FLEA �D"' ` pp 7 {Y'C 0 1 f 4"=i'-o" 4" f� c g"h'K7