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Home My WebLink AboutBUILDING PLAN• 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 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE I CHECKED BY: DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES •OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I -STORY RESIDENCE •2-STORY RESIDENCE 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH C - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S I LIVINCx 1826 SQ. FT. GARAGE 430 EQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.5 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTV WAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DLO. DIAMETER R. RISER DIM. DDM490N RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG Z& EACH MT. SHEET ELEV.A. ELEVATION SHTHG. SHAT'HM EQ. EQUAL SHWR. SiOWEJR EXH. EXHAUST mi. SMIIAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SIDING GLASS F.G. FUEL GAS STD. S ADARD FIN. FINISH SWs SIDAR WALL FIR. FLOOR SEITION FLUOR. FLUORESCENT SC SOLD CORE FR. DR. FRENCH DOOR TEMP. TEIWERED GLASS FTG. FOOTING THK. THII( GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP )F PLATE GAR. ➢ISP. GARBAGE DISPOSAL. T.O.S. TOP IF SLAB G.F.I. GROUND -FAULT CIRCUIT TYR TYPLRI. INTERRUPTER U.N.O. UNIES NOTED GL. GLASS OTHERTSE GYP. BD. GYPSUM BOARD V.P. VAPORPROOF H.B. HOSE BIB W. WASHE. H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW WINDOW INSUL. INSULATION W/H WATER EATER INT. INTERIOR W.I. WROUGH IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES TEFtMITETREATMENTREQUIRED PG 2 -FLOOR PLAN PG 3C-ELEVATIONS PG 4C-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-11VAC PLAN PG Dl-FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES PG D3-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSFNBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOIRD WORK .ARE SUBJECT `i 0 ANY CGRPIf�OTIONS REQUIRED BY FIELD !N.,Pl.CTORO THAT "• MAY BE NECF.S'oA.RY IN �aMGaR TO COMPLY WITH ALL Ak+ "1161000"' ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FSC ENERGY CODE MUST R iMAIN ON ALL DOORS ,AND WINDOWS UNTIL, INSPECTIONS .ARE APPROVED PG WA5-WALL ASSEMBLY DETAILS CONCEAIE "`pSOAATTACiiYENTS PG WA6-WALL ASSEMBLY DETAILS ARE • ' In Of I 1THE 1KC011Y T ylylV/lw SCANNED BY ST WCIE CO(IWV I Z - ohs/ T„., Tq%i TCTnV ,,T. LL'C'� COL',tiTY P111 i �\t k E➢ FOR Ltt•:WIE1S I BY ll:rTE 1,2,.�'NE a PrR\IIT \Iti �T BE WE Oy JOB, VM i0 INSPECTION WILL BE MADE' r d. A R C N I T E C T 5 p[k!s_i.n G1 ®iYli��IInc. 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774•6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W w� a U W O F 0. h A F A CF atrawiv ae r.LoT: CREEKSIDE LOT #131 F1�dRCT� 04321.000 MOEaEM.9 4EBB "1828—CALI" AR.AOR sue: RIGHT PA03M COVER PAGE WO MPH EXP. C 04 vicAlmomm g CN/10/17 93C 1/4"=1'—O" p1cmw c l GENERAL NOTES 1. 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 AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 C. ROOF LIVE LOADS R301.6 ** 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) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED 11. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VOLT=160 MPH, VASD=124 MPH 0,85 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 ACGORDANCE 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 FORALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED. 10. 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. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WIhiDOWS 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'/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'/rINCH 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'h THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING Y 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 6% 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 3/a" 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: I. 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=1,100PSI Fv=175PSI 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 CEMENTITIOUS 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' /" SUBFLOORT & 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 AL / E DE 5. SHALL 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 F'm = 1500 PSI. 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. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 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 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C27Ga2, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 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 PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 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. 3. CONDENSATION LINES SHALL BE MINIMUM '/" PVC (SCHEDULE 40), INSULATED WITH Yi' AMAFLEX. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). . ;. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014), 0. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 4. ALLVERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORT ING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CDNCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/a" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT, TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STNDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR FOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PILE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT MET,L PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER 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. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C1063.12a. 3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 A R C N I T E C T S 1 N. RONALD REAGA^N B{ LO'NGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wnw.abdesigngroap.com AA #: W03325 h h e; w 0 4 a A F k a OKSIDE #131 noa .000 AsocaBB la 8 '1828-CALI "TS Fl911ZNCk N HT ERAL TES EXP. C STATE OF FLOR DA AUG I B 3/10/17 4"=1'-0" �e CyQ�+ 24"X2411X12" GONG. PAD W/3-M5 BARS E.W. ON CHAIRS MIN. 3" COVER 11'-0" f 28'-8" 4 4" CONC. 41 SLAB 31 _ 1011 71 511 3 r EXTEND END OF PVC. - CHASE UP 12" ABOVE ICOND. COND. CONIC. PAD ■ I fl 24'X24"XI2" GONG. r PAD W/3-05 BARS I E.W. ON CHAIRS // l ■ 1 DI MIN. 3' COVER 01-0" ELEV. ■ — — FIN. GONG. SLAB Q� 4" CONC., REINS, W/ (o"x&' / W1.4XWIA WWM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER /X--4" PVC ■ ON WELL -COMPACTED CLEAN // CHASE FILL TERI-t17E TREATMENT SHALL BE BORA-CARE---_�� 14'-0" i I I IoPT. I I I � JL JJI pW I SINK I— — I I REF I I I ■ L t J III II" PVC CHASE II IFOR ELEC. TO �I SLAND I _ I I I Lr� ■ I �2X WALL 2X& WALL WC. F�-11 I I LAv. I ` 4" CONC. SLAB TYP. Ll / r' m _1 2 VTR W 36"x60" SHWR. PAN °� „ KITCHEN // \ Q W/ �NLC. I a VTR SINK W/ I I/2" / I �F I/2 1/2 AUTO VENT �6 2" 1/2" / I I/21�i%I ■ I � / I �11/2 _� j / tUB 2 I LAv 2��1� LAv I I apWC L -� -1 / 61 ■ 3" 311 1 1/2"� SHWR 2 WASHER 15'-10' -�" � 11'-1" 3'-2" 2' �/ DI CO 4' 411 ]PLUMBING RISER SLA5 2 �` � MAIN TO DIAGRAM 51/2' 3'-2" , IT'-�" ■ , 5 BOLLARD AS REQ. Dl PER BLDG. CODE I SLAB E 1/22 r -3 1/2" I � � 0'-0' ELEV. FIN. GONG, SLAB I 1 S L DI I 14'-0" 44'- Al . C I I � 4° CC. LOAB To s I 39' - S" -I v2" MEN m FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EC%RESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE M9CR 5TH EDITION (2014). SECURE STRAP TO UNIT W/ (2) 08xi 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. CONC. W/ (2)-3/Ib'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COI DRAIN 3/4" IDIA. OVER HEAD 0 12' FROM STRUCTURE A R C H IT E C T S wsl 1 U Inc. iTi 1\. 1\VI\I1LV 1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 F W w U w O 0. W Q FW. A a�rn. a s�arr: CREEKSME LOT #131 F 4J 32 #(300 moo" Le 4EBB "1828-CALI" ARAOR B,►nM: RIGHT PAOM FOUNDATION PLAN 160 MPH EXP, C AUG 18 DA OS/10/17 8C 1/4"=1'-0" 1 I=I nI DOWELP1LAN OW A R C H I T E C T S M-!m 1 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 ti 4 y A F A atrsn=v a LOT: CREEKSIDE LOT #131 PROJECT# 04321.000 Aso 4EBB "1828-CALI" GARAGE OVINE; RIGHT PAaM DOWEL PLAN t60 MPH E)'. C ARCHITECT STATE OF FL�iIDA AUG 18 ,17 g ' 7 08/10/17 BC1/4"-1'-010 A R C H I T E C T S AST�RETE' LINTEL SCHEDULE LINTEL NO. LENCsTI-� TYPE COMMENTS L I aF28-I$/It L 5 5'-4' SFI6-I$/IT L 7 4'-6' SRP6-0$/It A$V. DOOR ASr�EM$LY, $07TOM OF LINTEL � 8'-0' AFF. L— 3 L— 3 L 4 (2) 3052-SH (2) 3052-SH EGRESS ■ ■ 11 ■ I LANAI LIVING ROOM 11-611 L— 5 I OWNER'S SUITE 6068 Sys D. V -S' CLCs. L— 6 IF DINING I a' -a" cLG I I DoIN70- 0. BATH I I W.I.C. a' -a" CLrs. a` r--� -- F� L--� KITCHEN r--� a' -a" cL�. LAUN. I I I ------ PAN.LE < # DE a� II c4 L-2 �� II mtu BDRM.#3 r ----- 1 Oo I I L ----- J o BATH #2 GARAGE FOYER BDRM. 2 W-8" CLCs. i �• ENTRY I (2) 3052-SH I ---- ECxRESS LINTEL SCH�DU�LE DOTE: THE LINTELS MAY BE SU$STITUTED UItH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CApACItY THAN THE VALUES STATED 1 N. RONALD RMAN Bt LONGWOOD, FL 3,2750 PH: 407-774 6078 FAX: 407-7744078 vmw,abde gro■p.com AA #: 0003325 F N U Pq W t E a Q FIN I atrsanr. ae r.�oT: CREEKSIDE LOT #131 04321.000 bsan� 4EBB "1828-CALI" GAVIAGB SHIM: RIGHT PA O& LINTEL SCHEDULE 160 MPH EXP. C AUG 18 08/10/17 1/4 "=1' — 0" A RCHIT EC T S eAF L0A�D T45L e FOR GRAVITI', UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTELS L NCstl-I TAP 5118 SFS-05 SFI2-05OrIro-0 20-0 24-0 28-05P32-015 OFS-IB SFI2-15 8FI6-15 8F20-I5 8F24-I5 SF28-I5 SF32-I5 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 W04 10412 11936 31l66 4413 (0039 1526 W04 10412 1193ro 3'-roll C42"J PRECAST 2302 3138 3311 4689 6001 1315 8630 9947 3169, 4413 6039 7526 W04 10412 11936 4'-0" (45") PRECAST 2029 2325 2496 34ro1 4438 5410 6384 1358 2646 4413 6039 1526 W04 10412 11936 4'-ro° C54"J PRECAST 1651 I181 1913 2657 3403 4149 4896 5644 2110 4021 6039 1526 W04 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 Zoe 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(Io") PRECAST 9-T2 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4437 5280 9,122 (o'-ro11 CTS11) PRECAST 93-1 1255 2101 3263 2146 3358 3911 4585 1255 2101 33% 5260 1134 8995 6890 1'-roll (90")PRECAST -iro-1 1029 1615 2385 1994E43 2866 3333 102g 1615 2610 3839 6613 5041 9'-4" Cll2") PRECAST 5�3 632 1049 1469 1210 1154 2021 768 1212 1515 2544 4030 3121 10'-ro"(126") PRECAST 45ro482 802 1125 915 1328 1535 ro58 1 1025 1514 2051 2174 3130 2404 I1'-4" C13ro") PRECAST 44ra 598 935 1365 1864 2355 1193 2015 598 935 I365 1854 2441 3155 4044 12' -0" C 144") PRECAST 414E465 864 1254 1689 2014 1510 1818 564 1254 1693 2211 2832 3590 C160")PRECAST 362 126 1028 1331 1635 1224 141E 748 1016 1438 1855 2343 2920 14'-0"C168"J PRECAST 338 648 919 1190 1462 1081 1260 455 700 1003 1335 1114 2153 2666 14'-8" C176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PREStRi'SSED N.R NR NR NR NR NR NR NR 420 695 1250 1 1655 2310 2890 3410 11'-4" (205")PRESTRE6SED N.R NR NR NR NR NR NR NR 310 530 950 1400 IWO 2200 2600 19'-4" (232") PRESTRESSED NR NR NR NR NR NR NR 240 400 150 low 1400 1120 2030 21'-4" C2 56") PRESTRI~66ED N.R" NR NR NR NR NR NR NR 183 330 ro10 S40 1340 1750 2110 22'-0"(264")PREStRE'SSED NR NR NR NR NR NR NR NR 1(00 300 510 810 1250 I660 1910 24'-0(288"J PRESTRESSED N"R' NR NR NR NR NR NR NR 130 240 410 120 1030 1 1350 1610 S" PRECAST 4 PRESTRESSED U-LINTELS 4~4~m UFL f FT LATERAL T'1.P LENGT-I 8F8-1 SFI2-IT Iro-IT 20-If 24-ITSF28-IT SF32-It SUS SFS 5-2 12-2T 16-2t 20-224-2 28-2 SF32-2T 2'-10" (34") PRECAST 2127 2818 4101 5332569 7811 W55 2021 2021 2121 2154 3981 5190 6401 1630 5851 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 1018 1989 2832 3680 4532 5381 6245 1330 938 1878 IS25 2150 3583 4422 5264 6110 4'-6" (54") PRECAST 16(00 1162 2507 3251 4010 4161 5525 121 -12-1 1660 1105 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393« 1454 2110 2141 3315 4010 4648 505 505 1393 1431 2610 3293 3920 454E 5'-10"C�0") PRECAST 1212« 1351 2505 3084 3665 4241 418 418 1272 1315 P1,415 2441 3010 3553 4151 ro'-roll (-T8"J PRECAST 141« 12002250 2169 3290 3812 701 551 1141 1152 2192 2103 3216 3132 I, -roll (WI)PRECAST 959« 912 1914 2354 2197 3240 591 65-i 990 1029 1466 1901 2351 2191 3245 9'-4" (112") PRECAST 8010 612 980012691560 1852 2144454 630 801 755 1192 i910 2211 2634 10'-(o"(1269 PRECAST 116« 498 193 1261 1496 1131 39(0493716 611 1039 1711 2034 235811'-4" (13ro") PRECAST 666« 439 6961104 1309 1515363 55ro666 535 9051595 1896 2198 12'-0" (144") PRi=CAST 607« 400 631 816 1001 1186 1312 340 494 9;31 486 818 1209 1514 1199 2086 13'-4° (160") PRECAST 500« 340 532 686 841 991 1153 302 398 513 405 682 1004 1367 1631 1891 14'-0"C168") PRECAST 458« 316 493 635 118 922 1065 286 360 548 376 629 922 1254 1567 1816 14'-8(17ro") PRESTRE85Ep 243 295 459 591 85 90 N R 351 243 352 582 852 1491 1142 SE5'-4" (184') PRESTRED 22S 218 430 553 (Oil 801 925 N.R. 32" 22S 32S 542 191 10i 1361 1616 I1'-4" C208")PREStRESSED 188 236 361 464 610 114 N R 255 I88 276 449 649 814 1121 1389 19'-4" (232") PRESTRESS=D 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 21'-4" (256")PRESTRESSED 145 186 278 356 433 512 590 N.R. 112 142 212 33ro 411 635 801 993 22'-0"(264")1=1RE6TRESSED 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 24'-0"(285') PRESTRESSED 121 165 244 312 380 441 515 N.R•t 35 124 186 290 409 - - - 680 833 *REDUCE VALUE BY 259e FOR GRADE 40 FIELD REBAR S" PRECAST W/ 2" RECESS DOOR U-LiNTELS 4~1`441194" G: fRA V f T ` ` P 8FRF6- OW10-0 SRF14-0B 8W18-05 81RP22-0 8W26-0 W-V=30-08 L NGTi-i 8RU6 SRF6-IB 8f?�10-IB OW14-15 SW18-15 81-22-15 8R=26-I5 wa=30-I5 4'-4" (52") PRECAST 1489 1591 1821 3053 3412 2952 4982 3954 6412 4929 1941 5904 9416 6580 10818 4'-6" (549 PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6472 1941 9416 10818 832 1602 1550 2058 25roro 3015 3585 5'-8" (roe") PRECAST 185 1153 2162 4014 6412 6516 5814 6839 5'-10" (Ioll) PRI=CA5t 135 119 1103 1500 2051 1449 3511 1924 6412 2400 651(o 2816 5450 3352 6411 (0'-8" (80")PRECAST 822 1501 1611 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 8117 6101 161 1311 2252 1958 2451 2944 3439 I'-(o" (90")PR CAST 665 164 137-1 2329 3609 5492 6624 5132 (116") PRECAST 311 420 834 1253 1071 1342 1614 1886 535 926 1491 2119 2616 3595 1 2815 S" PREGA5T l,U/ 2" RECESS DOOR U-LiNTELS UFL FT LATERAL Tl PE 8 6-It 8"-2T efaFlO-IT 8W10-2T 556-14-17 8W14-2T 81F18-iT 8;0=18-2T 8f0-22-IT 85F1=22-2T 510=26-IT 8f2F26-2 8R=30-17 81RP30-2 5RU6 aRF6 4'-4" C529 PRECAST 1244 1513 2413 3260 4112 4961 5825 1332 932 1244 15I9 2339 3110 4008 4550 5696 4'-6" (5411) PRECAST 1192 1501 2311 3121 3937 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" C68")PRECAST 924« 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2357 2918 3603 4230 5'-10" (10") PRECAST 896^ 1138 1742 2352 2965 3551 4198 469 469 896 1099 1690 22,58 2891 3491 4106 ro'-8" (80")PRECAST 178 882 1513 2042 2573 1 3101 3642 530 1100 118 956 1468 1981 2509 3035 3563 �'-roll C90")PRECAST 688 697 1325 1810 2250 2153 3221 110 941 688 449 1302 1162 2225 2690 3151 9'-5" (116"J PRECAST�33* 433 808 1123 1413 1104 1995 516 614 33 521 1009 1369 1128 2088 2450 T*T'PE pFSir-:;NAT10N F af=lro NOMINAL WIDTH NOMINAL NEICxF+t-1 = FILLED WITH CsROUT / U = UNFILLED QUANTITY OF S REBAR AT BOTTOM OF LINTEL CAVITY =1/17 LQUANTITY OF "5 REBAR AT TOP «REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR Q d LA U �05 REBAR At TOP a. MIN. (1) REQ'D 1-1/2 CLEAR C.M.U. s REBAR AT BOTTOM •, OF LINTEL CAVITY 1-5/5'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL W0TH (VARIES) 5AEE LOAD TA5LE NOTES 1 CATERIALS Gz N RAL NOTES I. All values based on minimum 4" bearing. Exception- Safe loads for unfilled 1. Provide full mortar head and bed ,joints. lintels must be reduced by 2090 if bearing length is less than 6-1/2" I. f'c precast lintels = 3500 psi.bearing- 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal 2. f'c prestressed lintels = 6000 psi. „ 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 3. f'c grout = 3000 psi w/ maximum 3/8 aggregate. 4. , Lintels are manufactured with 5-1/2 long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. 4. Concrete masonr units CGMU) per ASTM G90 w/ y p vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels i1'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing 5. Rebar provided in precast lintel per ASTM A615 GR60. longer with a nominal height of 8" meet or exceed L/I80. addronal reinforced masonry above the precast lintel. Field rebar per ASTM A615 GR40 or GzR60. 6. Bottom field added radar to be located at the bottom of the lintel cavit . y 6. One "1 radar may be substituted for two 05 radars in 8" lintels only. 6. Prestressing strand per ASTM A416 grade 1. 7/32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1. the des; ner ma evaluate concentrated loads from the safe load tables b g y y 1. 270 low relaxation. 1/32 A5TM A510. 8. Cast -in -places concretes may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. wire per Mortar per ASTM C210 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. N For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesipgroup.com AA #: 0003325 F w W W 0 F 0. w A F A 2 9LT9�IV. !C Tilii'i': CREEKSIDE LOT #131 04321.000 scow 4EBB "1828-CALL" anRwaA SMZZ : RIGHT PAO& SAFE LOAD FABLES 160 MPH EXP. C AUG 18 2C11 0/17 1 119. 1 M A. e 0o ARCHITECT S 3gr III EXTERIOR MASONRY WALL 5RCs. 1-4EIGHTS � E,. FQ. -8" SRGc. EDE 00 Jt © VANITY (D)VANITY N 11411 DSL. TOP PLATE a BAR DETAIL A SCALE:: 1/2"=1'-@" C I. ✓, �I� _sAA R HEE _3 1.00 FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR I IANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITP SITE: PLAN. - FRONT DOOR ASSEM5LY TO 5E THERP'IA-TRU F15ERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302B.1) F5CR 5TP ED. (20I4). COAPOrHff AND CLADDING WIND /IV V. LOADS BASIC WIND E>tPOBJRE FOR 3 SECOND GUSTS OPB'NCB SQUARE 20PE 160 MPH MAO (Vuftl REMAiiCS AND TYPE FOOTAGE MIN. WINDOW I@ g 33.4/-44b CRITERIA EXTERIOR SWINCz IS 5 322/-42.3 DR MIN. CRITERIA 5CsD. MIN. 41 5 3@.4/-38.i CRITERIA 16@�@ O.{-4.D. IIZ 5 28.2/-34.3 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 04(10/17 SQ.FT. CAM'S LIvINCs 1828 SQ. Ft. GARAGE 43@ SQ. Ft. ENTRY 16 SQ. Ft. LANAI Be sQ. Ft. TOTAL 2362 5Q. Ft. A/C VOLUME 16@86.5 I11_IDII 28_Srr I�I_IDII 31 411 COND. (2�CsRESS N (2) 3@52-SH I I �� LIVING ROOM _ Cl � I � Imo' C" I'-rD" 16' fZJ" 12'-811 OWNER'S ---- — SUITE ------- 8'-8' GLCs. DINING ROOM ' 8 Cl X 4'-8'I �I_211 r� �I_��I 81 III 1 N. RONALD REAGAN BLVD. L0IWGVVOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 vrnw.abdesigngrowp.com AA #: 0003325 F W w �o 4 9LTBDIV'. a LOT: CREEKSIDE LOT #131 PROJBrCT# 04321.000 IIEOz"ie 4EBB "1828-CALI" GwRwQR IswZNC; RIGHT PIrG]& FLOOR PLAN 160 MPH EXEC AUG 18vt an ' '% 08/10/17 2 S'-S' BRCS. HGT 14B WA3; Tl P. �a �r H 0'-0' FIN. FLR — TEXTURED FINISH 11e011 OI-F RIDGE VENT 12 6 r� OFF RIDGE VENT 0'-0" FIN. FLR -- - — — GH[T ROOF €Q. DECORATIVE FOAM DRAIN TILES 71 �14B � WA3 7B - 8'-8"BRCs. I�CxT. I. WA Q 4 — — 1611X60" FYPON DECORATIVE 14B SHUTTERS OR A2 \A3. EQUIVALENT TYP. 4" RAISED BAND (TYP.) r 0'-C" FIN. FLR 01_0" FIN. FLR H OFr- RIDGE VENT ELEVATION OFF RIDGE VENT NOTE: WALL FENESTRATION FLASHING AS PER FBC R-t03.8.1 OFF RIDGE VENT — Y � 0'-0" FIN. FLRLEFT ELEVATION TEXTURED FINISH €Q. 4 WA �11E SYA3 1 'v' �WAI� 4 ■II 11�I iI� €Q. 4" FRIEZE BAND FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS FER FBCR R-103.8.1 0'-0" FIN. FLR 0'-0" FIN. FLR COACH LIGHT 0'-0" FIN. FLIP, AREA OF ATTIC 1 'v' �WAI� 4 ■II 11�I iI� €Q. 4" FRIEZE BAND FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS FER FBCR R-103.8.1 0'-0" FIN. FLR 0'-0" FIN. FLR COACH LIGHT 0'-0" FIN. FLIP, AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2364 /300 = 7.88 VENTILATION AREA SQ. INCHES PER FT. (244) = 1134.72 SQ. IN. MIN. REQUIREDVENTILATION = .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) ARCHITECTS '401 OF Vfl WWt1 Inc 1441 N. RONALD REAGAN BLVD. LONGVWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 oo W h W W a h V A F CREEKSIDE LOT #131 Pmn=T# 04321.000 MODRU 4EBB "1828-CALI" GAR1AOR SWING: RIGHT PALM ELEVATIONS' 160 MPH EXP. C Af K>fMCT: STATE OF FLOMA AUG 18 2V1 , DA TO //08710/17 SCA►Z* 1/4$,=1'-0" EA R C H I T C T Ul E3JI --1 —I — — —tr — -� — EJ� 11 II II II t3J3 II II II II II II II I DETAL-20 OR 14<s (2) HETA-20 II II _ AIO AS _ i A& A4 _ = AIA A3 \ A5 _ A13 L cl�;= CsA 5LE END J 5RACING SEE DTL. '4' SHEET D2 3'-G - -o 31- me 22"X54" — Attic II ACCESS — — - - I I 3'-0" I 3'-0" 3'-0" I 3'-0" L 3'-0" •IX4 DIAL- FIELD FRAMED 5TM. 0-10 ARCI-4 m S'-0" 5RACIN0, AFF TYP. FI"A ING PLAN R"ANE=Y 6/5/14 6^ 5.11 Calm roU lnc. •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngr"p.com AA #: 0003325 w W w 0 F a U W q F A 2 ti 19 dB CREEKLOT 04321am�4EB"1828-CALI IGARAOR 911AQL*: RIGHT p FFRAMING PLAN 160 MPH EV. C gG 18 2N] DA j 08/10/17 3ClIL 4"=1'-0" A R C H I T E C T S CONNECTOR H E D U '(II" E CONTROL DATE: 01-05-17 J��m JIpLJ SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (13) 106 x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-18 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') 2575 (14) 16d 2-PLY (USP: NO 1(od OPTION) HETA-I6 1810 HTA 16 1870 (9) 10d x 1 1/2" I -PLY, (5) 16d 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION 14ETA-20 1810 HTA 20 1870 (9) 106 x 1 1/2" I -PLY, (13) 16d 2-PLY USP: (10) 106 x 1 1/2", NO 16d OPTION >_ (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" 2500 (12) 16d 2-PLY CUSP: NO 16(d OPTION) Z LGT-2 2150 LUGT-2 1550 (7) - I/4" x 2 I/4" TITEN, 2 (USP: BLK (5)I/4' WB, WOOD (l6) 10d V) DETAL-20 2480 DHTA-20 2430 (18) - 10d x 1 1/2, 1 PLY < MGT + 3965 MUGT 41'15 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (29) 10d TO WOOD) HGT-2 + 10980 HUGT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 HUGT-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (5) 10d) LGT3-5082.5 3285 LUGT-3 3525 (12) SDS 1/4"x3' TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (16)-SIDS 1/4'X3" TO WOOD (2) VGT 7185 NO USP CONVERSION FOR SIMP50N (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMSED), (32)-SDS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) led x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 101d) 14TS-16 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 106) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) 0 LSTA-12 ++ 925 LSTA 12 930 (10) 10d USP: (10) 10d LSTA-18 ++ 1235 LSTA 18 1235 (14) 1Od USP: (14) 10d MSTA-18 ++ 1315 MSTA-18 1310 (14) 106 USP: (14) 10d MSTA-24 ++ 1640 MSTA-24 1640 (18) 10d USP: (18) 10d 0- MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d < M5TA-36 ++ 2050 MSTA-36 2065 (26) 10d USP: (26) 106 ry I— MSTI-36 3800 KSTI 236 3890 (36) 10d x 1 1/2" USP: (36) 10d x 1 1/2" N MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 1/2" USP: (48) 10d x 1 1/2" H6 950 LFTA 6 1210 (8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (16) 86 x 1 1/2', (16) 8d) SP4 505 SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO SEAM, (4) Sd x 1 1/2" TO POST. HCP2 645 HHCP 2 800 (12) 10d x 1 1/2' USP: (10) 106 x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE H10A 1140 RT 16A 1380 (IS) 106 x 1 1/2" USP: (9) 106 x 1 1/2" TO TRUSS, (8) 10d X 1 1/2" TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (16)-SpS 1/4"x3' TO WOOD, (10)-SpS I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. 7" EM5EP SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 4 14075 4940 TDX 10 10140 (16)-SpS 1/4"xV TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 7/5' ATR MIN. 7' EMSED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS N A5U 44Z 2200 6665 PAU 44 2535 6775 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (12) 16d TO WOOD USP: SAME AS SIMPSON A5U 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMMP.) IN GONG., (12)l6d TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LTT20B +++ 1500 LTS 20S 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7' EMBED.) IN GONG, (IO)10d TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2" 2-1/2" _ (� HTT4 4455 HTT45 4160 (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG., (I8) SPM0 X 1 1/2' (USP: (20) *d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2", (20) 16d x 2 1/2' Z Q HTT5 5090 HTT45 5005 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMSED) IN GONG, (26) *CI X 2 1/2" CUSP: (20) 1(od X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2", (20) Ibd x 2 1/2' HHDQII-SDS 2.5+ 11010 UPHD Il 14395 (1) 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS y4' x 27 ' WOOD SCREWS (USP: (24) W$3 WOOD SCREWS) 14075 6645 TDX 10 10140 (1) 1/8" A.S. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (3) 3/4" STUD SOLT$ TO WOOD (USP: (4) 7/8' BOLTS) N M514A 3.56/1125 34i5 5330 NFM35X12U 2580 1130 SIMPSON: (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CN1.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. (0.75' EMBEDMENT) IN GMII. FACE, (18A0d TO 5EAf 1 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 5OLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (14) led AT JOIST Iz W (' Z Q HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2710 (FLR) (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) HUC410 (CMU) 1800 4920 HD410 IF 1305 5000 (15) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) I0d TO WOOD = HUG210-2 (CMU) Iwo 5085 Hp210-21F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANG5) TO CMU, (10) 10d TO WOOD: CUSP: (0) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16 TAPPER+, (10) 10d TO WOOD HUC210-3 (CMU) 1800 5085 H0210-31F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: ll8) I/4' x 3' WS3 SCREWS, 110) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD LGUM26-2-SDS 1430 SSW, LGUM26-Z 2125 6065 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' BPS SCREWS TO WOOD, USP (4) 3/6' X 4' WEDGE 50LT+t WS3 WOODSCREWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORp FOR WRITTEN APPROVAL PRIOR TO SU55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SU5STITUTED WITH Imd 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. U) +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL 5E 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 7" LLI I— 0 A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z 5ECAUSE OF THE WIPE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 D5L 2 DBL 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO -t'-O" -'-0" TO 10"-0" 10'-0" AND OVER TLUO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 D5L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO (o'-4" 6'-4" TO 8"-0' 8'-0" AND OVER FRAt-LING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-011 TO 8'-0" U.N.O. 4'-II 1/2" 7'-11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 3 1. HURRICANE STRAPS TO BE MANUFACTURED BY 511" IP5ON STRONG -TIE OR ECs UAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO 1"IA50NRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO P" IA5ONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRU55 MANUFACTJREIR'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER 51=AN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES s 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 REaUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302,12. 9.REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6U78 FAX: 407-7744078 vmwabdesiMrowpxom AA #: 0003325 F W U W 0 A F 8XTHDIY. de %OT: CREEKSIDE LOT #131 PROJBCT# 04321.000 mox" i 4EBB "1828- CALI" QR : RIGHT PALM CONNECTOR SCHEDULE 160 MPH ESP. C •.i1pp 10 AUG 18 0 /17 SC 1/4"=1'-0" 1 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUtLEI'WIRED ro SWITCH GPI III OUTLET AJLl ETERUIPUIPEP R(TAMICORNID IER INrERUPtER CTMIPER RES18rANt TYPE) 220V OUTLET (4) WIRE CONNECTION CAI OUTLET NTERRUPtERT I SWIT04 SWITCH I 3-WAY OPER Z24 SWITCH 4-WAY OPER 1 WALL MOUNTED L-o LIGHT CEILING: LIGFIT VP VAPOR PROCr \Qj) LtC �Q\ RECESSED CAN WALL 60ONCE �- PIE -WIRED VENT. PAN I GqM PER Sa Pr. VENT. PAN IwLIGHT I crm PER 6a EY. V FIXTURE (SPEc6 rBD Br pull -PER) FLU REe WRAP QI4T ARouND AROUN _ T FLUORESCENT = = = =( 14' PLUORESCENT 4' TRACK LIGHT 0 I PANEL METER OSMOKE PETECtOR W/HAS WIRE S.D. W/ HARDWIRE_ SD. WALL MOUNTED BATT, BACK-UP SMOKE DETECTOR W/ HARDWIRE CARBON MONOXIDE r's•anu R S/GO SMOKE DEtEGtOR MTER-COW SPAI-Me A COMBO,L,. PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WHIZ I DISGCNNEG I TO W ELEVATED TV. I I TELEVISION JACK O J_SOX ACCORDANCE W/ BOX MARKED AS SUCH FOR TO EE CEILING FAN/LIGHt ACCO AS SUCH FOR FLOOD LIGdT I I<- I I K'ETP� RI' I I P.S. PUSIN-BUTTON FOR CHIMES .--�� USB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING:. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 51H EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. Ga :l s ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING: METHOD SHALL BE NON METALLIC GABLE 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 --------- OPT. COACH L KsHT PROVIDE SQ-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 CKT. NO. IMRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 1 6 1 121 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 1 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 UGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17.18. 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 201 12 20 GFCI KITCHEN APPUANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 221 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 241 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. p3 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 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH 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 MULTIWIRE 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. IE ,O Al 1P ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REaUIREEMENTS. B. ALL CONDUCTORS SHALL $E TYPE THHN/THWN UNLESS NOTED OTHERWI6E. POWER COMPANY TRANSFORPIER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY OPPER (CU) E LE C TAR I � L P LAN 1-i//2'''DIA SCHETRICALEDULE 80 PVC OVIDONDUI 3 01TOR PROVIDEIN 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO $ID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 102) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5484 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOXTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 36884 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25864 VA x .4 10354 TOTAL NET GENERAL IAAD 20354 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA • 9600 NET GENERAL LOAD 20384 NET TOTAL HVAC 9600 TOTAL LOAD 29964 CALCULATED LOAD FOR SERVICE 29964 VA/240 V- 126 AMP 150 AMP SERVICE +WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.* NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA A 100%, REMAINDER 6 3596 NET LOAD: 6,949 VA RANGE: 12000 m i0go 8,400 VA DRYER: 5,000 a -I0% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 15,489 / 240 = 18 A i12 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN + 106 CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A$OVE SOFFIT a OVERHANG:.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MG$ TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCH6 ITECTS Mbtusin2c. 1441 N. RONALD REAGAN BLVD. LONGWWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 WwW.ak1LIE51gngrOW p.COf11 AA #: 0003325 F W W U O 0. a V W A F F ®ZJsum s LOT. CREEKSIDE LOT #131 F Rc 160 MPH EXP. C ARCHITECT: STATE CIF FLORA AUG 1 17 !3C 1�4" 1',_0 9n -------------- 12x12 12X12 LIVING LANAI ROOM OWNER'S 10x& SUITE 120 CPM I 6' DINING ROOM 10X6 I I 10x& 10X6 120 CFM 120 GFM 0 15 GPM G,' (oil a� BATH 5X4 4" 6' 45 CAM W.I.C.=� --� I0x& KITCHEN L - JI ��— — 120 GPM - - 0 GFMA r \ 151GPI T6 45 BGFTt� — BDRM. #4/ g, LDEN 12X — L 12XI6 PA I I 11A R A tH� ® 4111 1LOUVER 16" PLANTATION 180-04 2'8° BDRM.#33 P'(AX AIR 10X6 584.15 GFM �5 GPM I i I I 11 5' 12X8 O P T'U 0 L L 4' 4" "® n 7510FM Xro 6 SX4FM { GPM 1zx8 PASS BAH 2 II I THRU � 10X(o i5 CFM FOYER BDRM.#2 CALI EQUIPMONSSGI4EPULE MFG CARRIER GU 25H5C536A AHU FV4CN5006 GARAGE H} AT 5Kw SEER 15.5 SEER ENTRY TOTAL CAP 35400 ELECTRIC 208/230/I14P 5RIGR Cu 35 AHU 35 — REF LINES 3/4' E 3/5" HV C LAYOUT PLAN ti w h 0 w 0 F G A F .AC1*TKSIDE #131 1.DOO mozpama 4EBB "1828-CALI" APIA02 SWnq -. RIGHT PAC& H VAC PLAN 160 MPH EXP. C (U 5 IEB.AR VERTICALLY W/ CONG. /( \ POUR DELL STUDS Ka' OL. MAX \Y� SEE ENERGY CODE FOR" FOR MULAVON R-VALUES SECURE BOttdM TO S TEXTURED FINISH 61MPSOV SP4 2' L 11 SECURE BT. PL SL W/ THI = PSI . 28 DAYS SECURE BT- TE T 8L INPORCED W/ =r a S' GMU SE B . A T LAB W/ i' 'NJCHOR T T' HA60NRT' NAI 3 ' O.C. p, ItT GYP. W_. BD. T ' WASHER T' S 6 i - WIANJIb WWM. �IN. ' OC MAX MIN. 32' PC AX 0'-0' FIN. FLR I^ No., ING- o' WOOD BASE a . . .. a "4 fE J STUCCO_ El F1 D N Z z p STOP r;a NG- REINFORCED W/ 6'X6' L z b JIF OR PIBERMESFL ON 4' LONG. REINFORCED W/ 6'X6' WAXWIA 4' GCNC. REINFORCED W/ 6'X6' WIAXWL4 4' CONG REINFORMP W/ 6'X6' LLIIAXWIA . VAPOR RETARDER ON UUF OR FIBER'tE81-I ON 6-MIL. VAPOR IWF O'R FIBER'1E6H ON i-MIL. VAP014 WU.F OR FIRE d'IESH ON 6-MIL. VAPOR W� • a - wCOMPAGTEU G_EAL FILL. z RETARDER ON LLELL-COMPACTED GLEl+N - w RETARDER ON WELL-COMPACTPIO GLEAi z A RETARDER ON LLELL-COMPACTED OLE TE 1jEATME2NT TO BE PILL tER11TEtREATMENT t0 FILL. TERMITE TREATMENT TO BE L]u�—� FILL. TERMITE TREATMENT t0 IE ,JL-CARE APPLIED AT FRAMING. - BORA-CARE A9�IED AT PIRaMING O BORA-ICAJ� APPLIED AT PRIIMINIG. - BORA-CARE API=LIED At FRAMINCs. ,u 1 m (3) 5 RE15AR ON CHAIRS q' (2) 5 REBAR ON CHAIRS ° - Z OW w 4' . I'�" 2 -D^ I'_6• l2) 5 REBAR ON CHAIRS ® IN S 12' MIN. OW GRAPE - O O I _a Ir _ - I �-- F'OF GFgUND (2) 5 IEBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL 2 AT L.B.W. W/ UPLIFT) AT L. B. W._AT L.B.W. (W/ NO -UPLIFT 3 STAIR DETAIL �1 NOT USED SCALE: in'.r-m' &ca e= in'=r-m' SCALE: I!2"=I'-0' `�- l�f ecaLE: lr'=I'-m' ecaLE: r=r_0' cJ ti 4' GONG, REINF- W/ 6'x6' WI.4XWIA0 WWM ON f 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE 4' GONG. REINF. W/ 6'x6' WLFXWRO WNM STUDS 16, OC. MAX �� O TREATMENT SFIALL LBE BORA-CAlE ON 6-MIL POLY ETHYLENE VAPOR SPUDS li' O+C. MAX SECURE P.T. BT. PLATE 70 � W, \ RETARDER ON LLE TREATMENT 84ALL CLEAN i( \ HEAD OF GARAGE /( \ IQ SCALE. !U 5 IEBAR ON CHAIRS ,q' q" FILL TERMITE TRIEATMEN7 SHALL EE 6EGNE BO7TOIM PLATE t0 SPUD W/ SECURE B01TOM PLATE TO STUD \Y� VARIES WITH SLOPE \\�\///� MASQIRY NAIL • 32� BORA-CARE 81MPSON 9P4 037' O.C. MAX SIMPSON SP4 032 O.C. MAX 4 THICKEN EDGE GARAGE STEP-UP HEIGHT DF GA RaGE SECURE MT. PLATE W/ 2' TO SLAM SECURE MT. t08 SCALE. I/2'.I'-0' HEIC417 OF GARA!sE SECURE B L IOd . NON -BEARING VARIES WITH SLOPE ANCHvIe ELT � _° VARIES WtH SLOPE ANC �T � _' R � M L • AX 5 MIN. * 92' ICIC MAX MIN . 32' a MAX w 'EPDXY• NOi Rr% E 'EPDXY NOT I ION w m BOLTS BOL78 -ww, j w > -T <o ° a°� 4' . W/ 6'x6' WAXWIAO LLW4'R >' ON I Y ETHYLENE VAPOR R oN LLELL-COIMPACTED CLEAN PILL TERMITE TREATMENT 614ALL BE z ro ° I P W/ 6'X6' WL )QAA • . a.o :. • _ °.. • - �... . r'� . BORA-CARE f (DE ° - I SH ON 6-MIL VAPOR `D e e 4' CONIC. REINFORCED W/ 6'Xb' WIAXWIA , < 4' CONIC. REINFORMP W/ 6'X6' WIAMWA 4' CONIC. REINFORCED W/ 6'X6' WLTXWA r w (< I JlF OR r(MI IESH ON 6-MIL VAPOR MT WELL-COMPACTED GLEAN W 4' 'x6' A0 wWM ON W WLLF OR FlBERMESH ON 6-MIL. VAPOR UIlF OR FlBERTESH ON 6-MIL. VAPOR FILL. ITE 11EA11'TENT TO BE 4 6-HI L YL APOR fIE'TARDEIF z RE? DER ON WELL-GOMPAC7EA CLEAN z R£TAIDER aV LLELL-COMPACTED CLEAR i RETARDER ON UELL-COMPACTEP CLEAN z J-' (2) 9 REBAR ON GaAIRB a -CARE APPLIED AT 7RAHITf!* ° - D EAN FILL tERMITE € FILL. TERMITE TREATMENT TO BE € FILL. TERMITE TREATMENT 70 BE FILL 1ERMITE YIEATMETI7 TO }_ LL THE T BE BORA-CARE �n O +(' -P/ 1" ° _ 5ORA-CAFE APPLIED AT FRAMING. O q^ a^ g^ y' ,y" , LCRA-�CAJ4E APPLIED AT FRAMINGx m O I'-P�' _A"_, BORA-CARE APPLIED AT FRAMING.a- ( 5RE R v-a" -- (2) 5 REBAR ON CHAIRS z W (2) 5 Rt-BAR ON GHAIR9 - (3) IS IEBAR ON CHAIRS - a (2) 9 IEBAR ON Ga aIRB -g •n ° 3" MIN. �> zw q' q' COVER - O -0 GARAGE STEP-UP 1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. ON -BEARING L. B. W. W/ UPLIFT 6 A 2-STORY L.B.W. W UPLIFT B L.B. W. W NO UPLIFT W/NO UPLIFT 4A AT FRONT PORCHES EXTENDED STEP ' '_' m' SCALE: I�"=r-0' SCALE: 1/2'=r-0' 6C EXTENDED FOOTING 'STEMAW+LL TO BE MIN.3 COURSE& l SCALD: GRADE �-« RECESS POR SECURE P.T. BT. PLATE 70 GARAGE POOR I/)'kS' ANCHOR BOLT W/ 1✓�48F7' EMBED. NC4 • B \Y� !U 5 (MBAR VERTICALLY W) CONC. (V 5 REBAR VERTICALLYMIN4+ 'x6' WI.4MUL40 WUM SECURE P.T. BT. PLATE TO SLAB W/ �4REP CELL W/ CONIC. POURED (,:ELL / T'"T^1 O -MIL ETHYLENE ACTOR I/J'XS' ANCHOR BOLT W/ 2' z ? CLIRE WELLTREATMENT °' e' CMU e' CMU O .q s' a' y�� CLE F _CARE TEWITE TREATMENT SHALL 4' GONG, REINF. W/ 6'x6' WI.4XWL40 UAII'T ON ETMBED. MINL 32' OC MAX ' �(I\, \� z j_ J- NOTE: OPTI �/ m I I LLELL-CO POLY E114 pL CENE V VAPOR TE RETARDER ON Y w L d NOYE: OPTIONAL USE OF a CONCRETE a dl . W/ 6'x6' W44)NAAO UIII'I 4 CONCIEtE C 40 • GARAGE J WALLS T �BY .q" , 9 REBAR ON GJ.AIRS - � TREATMENT d1ALL BE BORA-CARE W 6-M POLY ETHYLENE VAPOR BUILWALLDER MY DIVISION.S TO RE MEP BY STUCCO BOIL SI u ER ON WELL CLEAN 6&TOP C CREME PAD (U 51EEWR ON GaaIRB Q ° W/ 'x6' WIAXIIIAO WM - a FILL TERMITE TREATMENT SHALL BE STOP RB I CRIES g GARAGE DOOR FOOTING > 1 -MIL L HYLENE VAPOR r' °' a iBORA-CARE CURB HEIGHT VARIES w a SCALE= In I 1 $GALE: 1/2'=I'-O' A RE ONWELL-COMPACTED CLEAN m �— V w 1 1 FILL TREATMENT &HALL 0E nw Q Z .� z `u (3) 5 tEBAR ON G�AIRS Q ? > z ° �.. .. a' VARIES r' �'CA� L > > z a L m 4' CONG REINFORCED W/ 6'X6' WIA)6UTA - a" WIF OR HIBERMESH ON 6-MIL. VAPOR b' 1' RECESS FOR 3 3 ©, ;p O 4' GONC. REINFORCED W, 6'X6' WW4XW,4 = 4 RETARDER ON UELL-COMPAC7Ep CLEAN N SfsD. TIRAGC (I7 5- T. z (2) 5 111 ON CHAIRS - ° ULLF OR PMERMESH aV b-MIL VAPOR w Y Z j +� RETARDER CN HELL -COMPACTED GLEAN • FILL. -CARE TREATT'IENT TO BE LL • BORA-GAPE APPLIED AT FRAMING. FR•116H FLOOR O �n . FILL, TERMITE TREATMENT TO BE i O I ° GARAGE STEP-UP BORA-CAM APPL�DAT z e" a" q" " z 1Y 4° I'-D" '>" . (2) 5 REBAR ON C14AIRS L E (3) 5 REBAR ON GHAIR6 2-STORY L.B.W. �° ° ��_01, �. vv GARAGE STEP-UP EXTENDED FOOTING 1-STORY L.B.W. 1-STORY FOOTING 2-STORY FOOTING W UPLIFT 8 AT GARAGE S A AT GARAGE SLAB AT S. G. D. m ° EMENDED SLABII/A' CURB HEI & 2_SHOWER RECESS FOOTER ffEXaTENDED FOOTING 1/2, PR arm SCALE: In' SGALE:I'=I'-0'ALE: 1/2' = I' -0' -0 z_ (V 5 REBAR VERTICALLY W/ CONC. L - POURED CELL ro CONIC. REINF. F 6'x6' WL4XWIA0 WW'T SEE ENERGY CODE FoR'TS FOR = ON 6-MIL POLY ETHYLENE VAPOR �INSULATIQN R-VALUE& RETARDER CN WELL -COMPACTED CLEAN TEMWED FINISH FILL TERMITE TREATMENT SHALL BE BORA-CARE S' cm z (2) 5 IEHAR ON G-4AJR8 GROUTED BOND BEAT FL 'rs'GYP• WL BD-�/\ \j AB AT GARAGE CAL WEAR ,-+- vARIES PER ELEv. WOOD BABE Y �77- \�J SER Y10E DOOR z TIE VERTICAL REBARY / TO F101RIZONTALE: iR•=1'-0' 0'-0' FIK FLR DEBAR W/ 10' HOOKro HORIzoNTAL GROUTED BOND BEAM IESAR W/10'HOCK — .. m - VARIES PER ELEV. VARIES PER ELEA. TuICGQ NOT USED /- - G w TOP I & .REINFORCED W/ 6'X6' � / ° ° L z W A wWF OR FIBERMESI= ON 1 _.�-- l E ' ° GROUTED BOND BEAM a L V - ° 6-MIL. VAPOR RETA"m ON WELL-CGMPAGtEp CLEAN FILL. _ NOT USED 1ERMITE TREATMENT ro BE POURED LIN .! J L BORA-CARE APPLIED AT ' e' CMU ED L ;, LINE 1� . :�6' �n 6' PVC CHASE THRl FOOTINGFRAMa z' q�� a.. a' q' l31NG. REBAR ON GHAIF� :a •: 2X WALL I °, -) I -STORY , ° (4))S'XT' ANCHOR BOLTS a (4))J'XT' 1/2' DRYWALL (2) 5 REBAR ON C44AIRS , -o' J-5OLt5 MIN. 5' EMBEP MENT W/ 2'X2'XI/e' / BAD 2-STORr �e WASI-IER AND NUT SPI EVENLY FROM - �� (3) 5 REBAR ON CHAIRS LOOR TO BONP BEAII. SET IN JONTS 2-STORY FOOTING PRIORSOLID POUR T �E� E �� N W BLOCK WALL. /INT. FRAME WALL TO a) 5 REBAR VERTICALLY Iw CONC. 13 SCALE:I/2°=r-0' 1rJ BLOCK WALL CONNECTION FICA CELL 6O4J_E: I/A'•I'-0' INSULATION Itom ENERGY -VALUES M6 FOR ®,cm w CLEANOUT REQUIRED w CLEANOUT REQUIRED 1 GAS uLINE THRU BLOCK FOR INSPECTION a FOR INa=EICnaa IR' GYP. LLL. BD. zl �� _0 z 4100D BA6E� 4' CONIC, IEIPF. W/ 6'x6' WAXU11A0 UAIA'T - - 1a (� NOT USED g z o ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN 0-0' FIN. FLR 0'-0' FIN. FLR PILL TERMITE TREATMENT SHALL BE O I 5ORA-CARE a ° TIE VERTICAL REBAR ` TIE VERTICAL REBAR (I) 5 REBAR SET M SIMPSON Hkr H ^ I _ �' TO HoRZCNtAL ° °a T ° TO HORIZONTAL Z ` STRES&re 4 EPDXY 6' EMBED. MNL (2) MD IMNI • 1-STORY - / I .... REBAR UU 10' FIOOK �. IEBAR W/ 10' HOOK °� (3) 5 REBAR • 2-STORY n -a o OUTSIDE RESAR TO BE T - 6' PVC GF4ABE THRI FOOTMG E LI ., r CONTINuoUS ( j 4' LONGTORT . REINF. LLI/ 6'xe' WIA>UL40 �� LAPPEel) IS AP BOND BEAM S DOWEL , m aJ. WWI ON 6-MIL POLY ETHYLENE . f 41 . VAPOR F TARDER ON !U 5 REBAR AT CORNERS L p ,q" g" q" (7 5 fa�BAR ON GaAIRS W/ 28' LAP MIN HORIZONTAL/VERTICAL DELL -COMPACTED CLEAN FILL O 2-STORY TERMITE TREaTMlTlT 81-IALL BE-°° (3, 51EBAR ON GHAIRe HORIZONTAL/VERTICAL REINFORCING AT MWITE A� s'-r MIN. LAP PIPE THROUGH %1 REINFORCING F BEARING CHANGE TYP. RETROFIT FOR ASCALF,OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING W BLOCK WALL ,�:,� B SCALE:IR'=1'-®' (-r-_)AT LINTEL 1CORNERS ALL 7EXrr=lz>,IOR F007=1:RS AT I7Il%TISI-I SLAB'S 70 737E MIN. 12 BELOW U7%TIDI STUR737E7D SOIL CONTROL DATE: 07/01/15 ARCHITECT S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 F .4 W Q Cam) r4 O F 0. Q F A x ti evaDmv• a Z QT: CREEKSIDE LOT #131 PMZMT# 04321.000 MOD= 4EBB "1828-CAM„ GARAGE OWING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLORtDA Al 8 /10 /17 1 OCA&ffi"• 1/4'"=1'-0" 1 FIBERGLASS SHINGLE OVER 030 FELT PAPM INSTALLED PER FBGf R9052.7 ON iS" 0,5.E SHEATHING OR I" CD; PLYWOOD SECURE! PER FASTENEf SGHEDULI PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ILL zL) w 1-STORY BLOCK WALL SCALE: 3/4" SEi= ENERGY CODE FORMS FOR VSULATION R-VALUES " GYPSUM BOARD OR i" HIGH TRENGTH GLG. BOARD ;ONC. FILLED LINTEL BLK W/ (1) 5 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR ISULATION R-VALUES .JNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.G. 8' GMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBGR R90521 ON Ib" O.S B. SHEATHING OR 2' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A.B. w/ 2" DIA. WASHERS, 1" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.C. MAX IN RIELD. CONC. FILLED LINTEL BLK. W/ (1) S REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND GSMENT PLASTER APFSLIED DIRECTLY TO MASONRY (I) S REBAR VERTICALLY W/ CONG, POURED CELL 8" GMU U 1-STORY GABLE BLOCK~ WALL SCALE: 3/4" = I' —0" 2x4 BLOCKING BETWEEN TRUSSES At FIRST FIVE BAYS 4'-0" O.C. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.G. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d'6 o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH GLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS :-CAST GONG. SILL P.T. FURRING STRIPS g 24" O.C. 1/2" GYP. WL. BD. WOOD BASE 2x4s SECURE TO BLOCK W/'/(t' 2X4= SECURE TO BLOCK WCU TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ V IN OR DRIVE PIN (MIN. 6HANK SIZE .146 TAPCN8 OOR DRIVE PINTAPCONS (MIN. SHANK SIZE MIN. HEAD SIZE 300 (MIN. SPANK SIZE .146 .146 MIN. HEAD SIZE MIN. EMBEDMENT I Y1) MIN. H30 HEAD SIZE 0 MIN. EMBEDMENT I Y4) A MUST BE NOTE: STRUCTURALSEC 8' CMU WITHIN 8 Or EACH END t ��, STRUCTURAL 2X MUST BE Is, O.G. MAX SPACING, MIN. EMBEDMENT I Y41 WITHIN 8' OF EACH END t NOTE, ST(dlG111RAL 2X MUST BE WITHIN 8' OP EACH END t RE ON OUTSIDE < SECURED _LrK' LL DRYWALL ON OUTSIDE 4 SECURED THROUGH 18' O.C. MAX SPACING. ON OUTSIDE ! SECURED Is' O.G. MAX SPACING. THROUGH NON-STRUCTURAL a4' I'X4' OR P.T. NAILER 2Xbt>o NON-STRUCTURAL %' TAPCON TO WP ZXbm THROUGH NCH -STRUCTURAL 36' 2X6t TAPCCN MIN. I-Ys' EMBEDMENT Ix4 P.T. OR %'X4' MIN. SECURE N MN 144' EMBEDMENT NTO DRIVE TAPGONS OR DRIVE PIN BLOCK SECURE t0 BLOCK tAPGGN MIN. I-Y4' EMBEDMENT INTO BLOCK SS=CURE TO BLOCK W/I-114' TAPCONS OR INTO BLOCK ❑ SECURE THRU FRAME t (MIN. SHANK SIZE J46 Ul2-%' TAPCONS OR DRIVE PIN EXTEND I-Ya' INTO BLOCK MIN. HEAP SIZE 300 , GMU DRIVE PIN (MIN. 9HANK SIZE .146 ' CMU ❑ W/' tAPGONS OR DRIVE MIN. EMBEDMENT Y1) ' DRYWALL (MIN. SHANK SIZE .1454N07r� , CMU MIN. HEAD SIZE 3M .IN (MIN. SHANK SIZE .145 MIN. HEAD 617E 300 WITHIN 8' OF EACH END t 18' O.C. MAX SPACNG. 'X4' OR I'M' P.T. NAILER MIN. HEAD 812E 300' MN. EMBEDMENT 149X4' WITHIN DRYWALL OR I'X2' P.T. NAILER MN. EMBEDMENT I Y4)'�'L WITHIN e' OF EACH END 4 I'X4' OR i'XV P.T. NAILER 14a' 2X8,m ❑ B' MAXEACH END 18' OG. SPACING, IB' O.G. MAX SPACNG. 11 MIN. EMBEDMENT 7(�,' 098. X 4' MIN. X 2XB� }(y' OB9. X 4' MN. WITHIN B' Or EACH END tSECURE� 18' O.G. MAX SPACING DRIVE PIN O� (MIN. SHANK 81XE J45 DOOR CASING 2 BEGUN TO BLOCK W/lOOR CASING SECURE 70 BLOCK W/I-1/4' TAPGGNS OR DRIVE PIN DOOR CASING DOOR CAGING DOOR JAMB OR WINDCw MIN HEAP SIZE 300 DOOR JAMB OR WINDOW EMBEDMENT I Y1) MINATTAcP TAPCONfi OR DRIVE P (MIN. 914ANK SIZE .145OOR JAMB OR WINDOW (MIN. SHANK SIRE .148 DOOR JAMB OR WINDOW TO 2X MR. ATTACH TO 2X PER WITHIN 8' OP EACH END t MANUFACTURES DETAILS. MIN. HEAD SIZE 300TTACH TO 2X PER MIN. HEAD SIZE -100 MIN. EMBEDMENT I Y4) ATTACH TO 2X PER MANUPAC'TURE6 DETAILS. MANUFACTURES DETAILS. 1s, oz, MAX SPACNG. MIN. EMBEDI'IETIt 149ANUFACTURES WITHIN 8' OF EACH ENDS DETAILS. WITHIN 8'OF EACH END t NOTE, SHIM AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUME 18' O.C. MAX SPACING. NEEDED TO PLUMP 18' O.G. MAX SPACING. JAMB (DO NOT ExCEEDYI) JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +3/4 OR +5/4 JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLOCK +1-15/18" JAMB (PO NOT EXCEED Y1) DOOR JAMB To BLACK +3" DOOR JAMB TO BLACK +3-7/16' WB7DOW TO BLACK +3/4 OR +5/4 i1 11INDOW TO BLACK +1-15/1a" /c1 WINDOW TO BLACK +3" " G WINDOW TO HLACK +3-7 IB' ALE, 3/8'=I'_0: SCALE: 9/8'•I'-0' �CE:/�'0 = -0 ALE: 3/8'=I'-0' 2X4:- SECURE TO BLOCK W/ 2X4a� 9ECIURE TO BLOCK W/ if.' 2XBEGWQE TO BLOCK W/' PIN TAPCONSSHANK 2X4a SECURE t0 BLOCK WP4 TAPGON9 OR DRIVE PIN TAPCONO Oft DRIVE PIN K SIZE X (MIN. SHANK SIZE .14E MIN. HEAD 612E 300 TAPGONS OR DRIVE PIN (MIN. SHANK SIZE (MIN. SHANK 912E .145 MIN. HEAD SIZE 300 (MIN. 64ANK SIZE U45 MIN. HEAP 512E 300 MN. EMBEDMENT I Y49 WITHIN .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN MIN. EM Q4 ENT I Y1 a' OF EACH END t 18' OG. MAX 6PACING. NOTE= STRUCTURAL 2X MUST MIN. EMBEDMENT I Y4') WITHIN a' OF EACH END 4 NOTE: STRUCTURAL 2X MUST 8' OF EACH END 4 19' O.C. MAX SPACING. 'WITHN 8' OF EAOH END 1 IB' OG. NOTE: STRUCTURAL 2X MUST 2X6Am BE ON OUTSIDE 4 SECURED IV O.C. MAX SPACING. BE ON OIUrSITE t SAD MAX &PAGING. BE ON OUTSIDE 4 SECURED SECURE r0 BLOCK THROUGH NON-STRUCTURAL :Xb� THROUGH NON-STRUCTURAL _ SECURE TO BLOCK W/J-%' SECURE TO BLOCK W/J-%' THROUGH NON-STRUCTURAL TAPCON MIN. I-Y1 W/2-%' TAPCGNS OR ' TAPGON MIN. 144' EMBEDMENT INTO BLOCK SECUFE TO BLOCK W/I-1/4' %' TAPCON MIN. IA' EMBEDTtEWT INTO BLOCK. TAPGON6 OR DRIVE PIN TAPCANB OR DRIVE PIN EMBEDMENT INTO BLOCK DRIVE PM (MIN. SHANK 812E TAPCON9 OR DRIVE PIN (MIN. SHANK SIZE (MIN. SHANK SIZE JI MIN. HEAD SIZE 300 (MIN. SHANK 512E .146 MIN. HEAD 812E 300 .10 MIN. HEAD B, CMU .10 MIN. HEAD 617E 300 MIN. EMBEDMENT I A' MIN. EMBEDMENT I Yl) WITHN 8, GMU ME 1Y4 MN. EMBEDMENT I Y4) �: MIN. EMBEDMENT I Yl) B' cm WITHN V OP EACH END 4 B' CMU a' 0= EACH END 4 IB' O.G. )4' DRYWALL THIN S' OF EACP ENDDRYWALL 4IIs, Or SPACING, I'X4' OR 1'XV P.T. NAILER WITHIN 8' SPACING. t I�'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACM 2X8:m �: DRYWALL ❑ I'X4' OR I'XJ' P.T. NAILER MAX SPACING. 2XBm I'X4' OR I'X2' P.T. NAILER ❑ ooR CASING -MAX 2X8— SECURE TO BLOCK 2Np 2X SECURE TO STRUCTURAL MEMBER W/i-I/4' ❑ ' P.T. X 4' MIN. OOR GA81NG &ECURE TO BLOCK W/J-a%,' W/lZr4d WITHIN 8' of EACH SECURE 70 BLOCK oOR CA9NGs SECURE TO SECURE TO BLOCK W/2-i(r' TAPCONS OR DRIVE PIN W/J-9L' TAPCON9 OR END t b' TO 8' O.C. MAX TAPCON9 OR DRIVE PIN DRIVE DRIVE PIN (MIN. SHANK SIZE J45 DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK 617E MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. HEAP SIZE 300 DOOR JAMB OR WINDOW (MK SPANK SIM '145 MIN. HEAD SIZE 300 OOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y41 WITH( ATTACH TO 2X PER MIN. EMBEDMENT I Y4') WITHIN TTAC 4 TO 2X PER MIN. EMBEDMENT I Y1) TTACH TO 2X PER WITHIN 8' GP EACH END 4 ATTACH TO ZX PER 8' OF EACH END < 18' O.C. MANUFAGTUREB DETAILS. 8' OF EACH END i IS'Or_ MAXSPACING. MANUFACTURES DETAILS. WITHIN 8' OF EACH END t MANUPAGTURE6 DETAILS. IB' O.G. MAX SPACING. ANUFACTURES DETAILS. MAX &PAGING. :SHIM AS NEEDED TO PLUMB NOTE: SHIM A8 NEEDED TO PLUMB 16' OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO NUMB NOTE: &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 JAMB (DO NOT EXCEED A') JAMB (DO NOT EXCEED Yw JAMB (DO NOT EXCEED YI ) FIBERGLASS SHINGLES OVER 0330 FELT PAPER INSTALLED PER FBCR R90521 ON IS" O.S.B. SHEATHING OR I" CDX PLYWOOD SECURED PER FASTENER SCHEDULE I_O TYP. o.H. MTL. DRIP EDGE J 2x4 OR 2x6 FASCIA PER — ELEVATIONS VENTED ALUM. SOFFIT — STIFFBACK AT ALL — UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE E CONDITION.) Is oz.5. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR T/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D" PAPER OVER TYVEK BUILDING WRAP (REFER t0 STUCCO SPECS FOR COMPLETE INFORMATION) OR -7/16" 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.G. MAX SECURE 2x6 Pt. PLATE TO BLK W/ J"xV' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. A 32" OC MAX. THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Z w 1- STORY GABLE W/ VAULT C LG. 3 B LO C K WALL, SCALE: 3/4" = I' —0" B' OMU K' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ II P.T. OR °/IX4' MIN. 6ECURE THRU MAME t EMEND 14s' INTO BLOCK W/ V TAf-C" OR DRIVE PIN (MIN. 64ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-& WITHIN S' OP EACH END 4 IS' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPAGTUR S DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )w DOOR JAMB TO BLACK +3/4 OR +5 4 r�T\�WIIiDOW3� H ®K +3/4 OR +5/ DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO HLOCK +2 1/�' DOOR JAMB TO BLOCK +3' W TO BLACK DOOR JAMB TO BLOCK +3 3/4" iu1 WDIDOW TO BLOCK +3 3/4' v e in1 WINDOW TO BLOCK +1-1/2' SCALE: 3/8'•1'-0' iyl nr= NY TO "LOCK +2 1 4 SCALE: 3B'=1'-0' H. +3' SCALE: 3/8'=i'-®' `i SCALE: 3/8'=I'-0' FASTENER SCHEC)ULE NAIL REaUIREMIENTS TOP CORD BLOCKING AT 4' �u ROOF DIAPHRAGM USE T/16" O.S.B. OR 1/2, CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.C. SIZE HEAD LENGTH DIA. ENSILE STR 8d ROUNDMODIFIED I1/8" 113 170p00 OR T 10d ROUNDMODIFIED 2 1/8' .128 170000 OR T O.G. MAX. IN FIRST 2 FRAMING NO :TYP. EXT. SHEATHING ATTACHMENT z' SPACE AT EACH END. FOR SHEAR 4 UPLIFT (0)3U3. TO BE STRUCTURAL N RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE o ROOF SHEATHING NOT REQUIRED EXCEPT s OPENINGS EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF INT. USE 1/2, CDX OR T/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL ASSOCIATION 1 0113 INCH NOMINAL SHANK DIAMETER NOMINAL DI�� O.C. AT PANEL SIDES AND % RINCs SHANK GUN NAILS 4' O.C. TOP < 2 RING DIAMETER OF 0012 OVER SHANK DIAMETER BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR'T/16' ZIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH !INSTALLED PER MANUF. &PEGS). SEE DETAIL. 4.0Z80 INCH FULL ROUND HEAD DIAMETER a u 3 ROOF SHIEATHI INCH LAYOUT NOT{ t8d'�f@$31��UF. Sir) 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUF TURER -ROOF DESIGN PRESSURE BASED ON WORST CASE AND ENDWALL BRACING, FOR G45LE END FRAI" I ING BUILDING LENGTH SCENARIO FOR ZONE 3 =S RING SHANK GLN NAIL5 m 4' OLG TOP < gOITOM EDGES L 2x4 BLOCKING BETWEEN TRUSSES WHERE "X" BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRUSS TO BE INSTALLED a MID. POINT OF TRUSS SPAN, OR 10'-0" O.G. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I" GYPSUM BOARD OR I" HIGH STRENGTH GLG. BOARD 2x4 NAILER 2x4 ,0 24" O.G. a INTERIOR KNEE a ; 1 WALL GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL n ENDOW ATTACHMENT AS PER —lllVrl� ANUFAGTURES SPEcAcATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING SCRIPS w Ito" O.C. - 8" GMU 1/2" GYP. WL. BD. II WOOD BASE •Y ajjf ' 2X6 P.T. SECURED TO MASONRY w/ 1/2"xV A.B. w/ 2" DIA. WASHERS, 1" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32 O.G. MAX IN FIELD. 91 08 2' DECK SCREWS ® 6'-8' O.G. MAX ® EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: PER 1=5CR'305.2.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UND;=RLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM I o TYPE 11, ASTM D 466S TYPE IV, OR ASTM D 675l 0 IX4 DIAGONAL BTM, GHORP BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) a 24' O.C. MAX SIMPSON 1-1ETA-16 (TYP) VERIFY VW/ TRUSS PLAN GONG. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORGING 36' O.C. MAX 6 TRUSS BTI" I. CHORD, SECURE W/(3) 106 NAILS e EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2 " =1' — 0" `05 RING SHANK GUN NAILS ® 6' O.G. IN FIELD TYP. EX1. 6HEATHING ATTACHMENT FOR ROOF SHEATHING (O.SM. TO BE STRUCTURAL GRADE) A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774'6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w h W w 0 0. W A ti A F; x BLJST�lY. de ?rOT: CREEKSIDE LOT #131 42 #Cf® DMI)MA 4EBB "1828- CALI" awB&OR awn�a: RIGHT PA QJb SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C STATE OF FLOMA AUG 8 SC 1/4"=1'-0" ply A PI5ERGLA65 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.21 ON Iy" O.S.B. SHEATHING OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE I PRE-ENG 1110.TRU55 24' O.C. MAX. MTL. DRIP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 1/2" CDX OR 7/16" OSB SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 1/5" THICK, 3 GOAT CEMENT PLASTER APPLIED To METAL LATH OVER 2 LAYERS OF GRADE "D" BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL 5 CONC, FILLED LINTEL BLK W/ (1) "5 RED 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY WALL 1 SECTION SCALE: 3/4" = I' -0" OVER *30 FELT PAPER INSTALLED PER FBCR R905.2.7 ON F' OS.B. SHEATHING OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2X4 OR 2X6 FASCIA) PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2" CDX OR 1/16' 055 SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/Iro" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE — DETAIL 5, SHEET D3 2X6 P.T. SECURE W/— I/2"X9' ANCHOR BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 W/ 126 NAILS 6" O.G. MAX. SECURE TO TRUSS W/ (2) 126 NAILS EMBED. STRAP VERIFY W/ TRUSS PLAN SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x6 STUDS w 16" O.G. MAX W/ INSUL., SEE ENERGY CODE FOR IS FOR INSULATION R-VALUES ' T 4 G SUf3FLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SIFT D2 PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) " GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD IX2 NAILER/DRAFT STOP SEE ENEMY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS w 24" O.G. 8' GMU 1/2" GYP. WL. BD. WOOD BASE FIN. FLR. PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RSM 2.1 ON O.S.B. SHEATHING OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2X4 OR 2Xco FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 1/2" CDX OR 1/16" OSB SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR -1/16" ZIP 51-4EATHIIII* SYSTEM (INSTALLED PER MANUF. SPECS.) "1/6" THICK, 3 COAT CEMENT PLASTER APPLIED to METAL LATH OVER 2 LAYERS OF GRADE 'D" BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP 5/8" THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY WALL 2 SECTION SCALE: 3/4" =1' -(0" SPF STIFFBACK (SEE SEALD TRUSS ENG. PACK FOR SIZE E CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-0" O.C. CAT SHEATHING SEAM5) r-r-v--=ivLz O.G. MAX. CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's is EACH TRUSS (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) 12o1'S w EACH TRUS5 DIAGONAL X-BRACING TO COVER 5-TRUS5E6 5/8' (S*T P5UM BOARD OR 1/2" HIGH STREfI4GTH CLG. BOARD 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (5) FI5ERGLA55 SHINGLES OVER BAYS 4'-0" O.C. (AT *30 FELT PAPER (OR SHEATHING SEAMS) APPROVED EQUIVALENT) ON rp O.S.B. SHEATHING OR i" CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 71 F. MTL. DRIP EDGE TY�"' PRE-ENG WD. TRUSS 24" O.C. MAX. 2x4 OR 2x6 5U5-5AND p GONT. 2x4 RAT RUN SECURED PER ELEVATIONS l,x W/ (2) 12d's w EACH TRUSS VENTED ALUM. SOFFIT SEE ENERGY CODE FCST15 FOR INSULATION R-VALUES 5/5" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2xco STU w 16" O.G. MAX W/ INBU EE RGY CODE R SULATION R VAL SHE:!wLE UBFLOOR GLUED AND D AS PER FASTENER ON SHEET 02 w z� 4 Uo L PRE-ENG FLOOR TRUSS I (INSTALL. PER MFG. SPECS.) " GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD IX2 NAILER/DRAFT STOP CONC. FILLED LINTEL BLK W/ (1) *v REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. PURRING STRIPS w 24" O.G. 8' GMU 1/2, GYP. WL. BD. WOOD BASE 1,000* UPLIFT CONNECTOR 2x8 5YP 02 DBL TOP PLATE ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WALL SHEATHING 2x8 5YP #2 WOOD STUDS AT 12" O.G. MAX 2x8 P.T. 5YP #2 SOLE PLATE WEEP SCRE ASTM 926-C E (SEE DIN *'5 REBAR 6 16" O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. INSULATION I 0'-0' Z FIN. FLR. WALL SECTION WOOD L° FRAME TO � � LOCK WALL OVER 030 FELT PAPER INSTALLED PER FBCR RS05.21 ON J" O.S.B. SHEATIHING OR;` CDX PLYWOOD SECURED PER FASTENER NOTE : SCHEDULE DIAGONAL BRACE w MTL. DRIP EDGE-T CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS BRACE TO BE w ANY SPAN SECURED W/ l3J 12d 15'-0' OR GREATER REFER NAILS TO TRUSS ENG. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS REINFORCEMENT. D2 FOR SHEATHING FASTENER PATTERN 0'-0" TO 30'-0' (1) 1/2, CDX OR'l/16" OSB X-BRACE CURE TO WALL PER 30'-1' TO 60'-o' (3) FASTENER SCHEDULE X-BRACE (1) X-BRACE ON SHEET D2 w CENTER AND (2) OR 'I/16' ZIP SHEATHING BRACE DIVIDED SYSTEM (INSTALLED PER EQUALY FROM CENTER ANUP. SPECS) TO END 2X4 W/ 3/8' X 5 LAG GABLE 032" O.C. MAX. OR SIMPSON META-24 w I� X— BRACING 32' O.G. MAX. DBL TOP PLATE SCALE: 3/4"=1'-0° 2X STUD 16' O.C. MAX. PROVIDE EAVE BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTILATION PER FBEC R402.23 SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5. " GYPSUM BOARD OR" HIGH STRENGTH CLG. BOARD S IMPSON SP2 'a EA. 2X8 STUD 2" DRY WALL 2" DIA ANCHOR BOLT AT Iro" O.C. MAX WITH -I" EMBEDMENT AND 2" DIA. WASHER (1) COURSE TIE -BEAM POURED 50LID WITH CONCRETE. (1) *5 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPEC IFIGATIONS /�- PRECAST SILL Ix2 P.T. FURRING STRIPS w 16" O.G. all CMU 1/2" GYP. WL. BD. (1) *4 CONTINUOUS REBAR WOOD BASE *4 REBAR 48" LONG Lu WAW HOOK -m 24" O.C., z <I MIN. 24" IN SLAB era -11 b 3 1/2" GONG., RE INF. W/ 6 "x6 " I WI.4XWI.40 WWM ON 64-111- POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT - SHALL BE BORA-CARE (3) S REBAR CONTINUOUS ON CHAIRS PRE-ENG GABLE TRUSS NOTE: SPF STIFFBAGK (SEE SEALD TRUSS DIAGONAL BRACE w ENG. PACK FOR SIZE t CONNECTION) CENTER OF TRUSS 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST TRUSSES AT FIRST (5) BAYS 4'- ' RIDGE. DIAGONAL O.G. (AT SHEATHING SEAMS BRACE t0 BE w ANY SPAN 15'-0" OR GREATER. REFER TO TRUSS ENG. FOR T 55 24' ADDITIONAL O A HORIZONTAL TRUSS REINFORCEMENT. SECURE TO 0'-0" t0 30'-0' (1) TRUSS W/ X-BRACE (2) 12d 30'-1" TO cool-0" (3) NAILS E(1) XX-BRACE -BRACCENTER a (1 BRACE DIVIDED EQUALY FROM CENTER 7 - t0 END CONT. 2x4 SPF RAT RUN SECURED W/ 2—STORY (2) 12d's w EACH TRUSS GABLE END (3) 2d's w EACH TRUSS DIAGONAL W/ CROSS X-BRACING TO COVER 5-TRUSSE5 BRACING 5/S" CsYP$Wj BOARD OR 1/2" HIGH 8 STRENGTH CLG. BOARD SCALE: 3/4" = I' -0" WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FO i IFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER w 1" O.C. MAX Vol TEXTURED FINISH 0 WOOD "M" TYPE CONTROL JOINT FRAME TO BLOCK CONNECTION SEE DETAIL 15/DI IS' METAL LATH STRIP 6' WIDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY VERTICAL CONTROL BETWEEN DISSIMILAR q TERIALS ?SULE: N.T.S. 3/4" T E G 5U5FLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T.; GMU) W/ (5) 126 NAILS w EACH TRU? PRE-ENG FLOOR TR 5 (INSTALL PER P" IFG. SPEC . GONG. FILLEEL BLK W/ CI) *5F3AR DNTINUOUS �11BBON FASTENING SCALE: 3/4" =1' -0" ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGs.) DETAIL EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO L. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. i TION AT TOP OF EXTERIOR WALL EXTERIOR WALL STUDS (WALL SHEATHING NOT SHOWN FOR CLARITY) FASTEN STUDS TO BLOCK WALL WITH USP MSTA48 STRAP WITH FASTENERS AS SHOWN. INSTALL STRAP s EA. END (W-O) 4 SPACE 5TRAPS AS FOLLOWS: -110 MPH 'C: 32' O.G. -160 MPH 'C: 32' O.G. -150 MPH 'B': 48' O.G. 40 MPH 'C' 4B' O.G. TOP OF STUD WALL _ SOLE PLATE PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP AT EACH WINDOW KING STUD Im FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD BAGGING DO NOT PLACE SCREW IN TOP OF TOP HOLE NEAREST TO TOP MASONRY WALL4 OF CMU BLOCK WALL _ CONNECT BOTTOM OF STRAP TO GMU BLOCK WALL W/ (T) 3/16' DIA. X 1-1/4' LONG TaPcoN MASONRY 0 WALL SOWS EXTERIOR STUD WALL CONNECTION /PTO FIRST FLOOR MASONRY WALL l J SCALE: NTs 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774-4078 www.ads!Mrrtup.wm AA #: 0003325 F W y W v w t 0 F 0. w Q h A x ®'iJ9�1Y. de trOT. CREEKSIDE LOT #131 PROJzCT:# 04321.000 4EBB "1828—CALI" z RIGHT PAOM SHINGLE MONO. 2—STORY WALL tSECTIONS & NOTES 160 MPH D C AUG 18 2C11 08/10/17 1/4"=1'-0" Flle c°A.Y A R C H I T E C T S *NOTE.- NAIL_ 5141=-ATI-4ING TO ALL 2X A5 PER EXT. 5NI=AT4NG NAILING, 86 4" O.G. MAX EDGEB E 6"-8" O.G. MAX IN THE FIELD 2x RIDGE ONE SIZE LARGER SECURE 2xb MIN. TO ELK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MISL THAN RAFTER SIZE G Will 2'X2"XYo WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR MIN. !4) 10d GUN NAILS GARAGE DOOR H IN JOINTS PRIOR TO FILL[ !Cs ---� DBL. TOP PLATE 0 2x4 COLLAR TIE AT EVERY OTHER DEL. TOP PLATE 2X4 16" O.G. MAX. RAFTER W/ _ 2X4 IV O.G. MAX bEGURE 2X4 TO MIN. (3) 12d NAILS OR WOOD W/2-12d 6'-8' MIN. (4) 10d GUN NAILS --6,4 O.C. STAG sERED > 2x RAFTERS SECURE 2X4 W/ 2-1/4' SECURE 2X4 IV PIN Ix8 NAILER SECURE TO TRU55E5 TAPGPAN SI DRIVE PIN BELOW W/ TIN, SHANCONSK OR DRIVE PIN (MIN_ SPANK SIZE 00 MIN. (2) 12d NAILS OR (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. SECURE 2x4 ON HEAD SIZE 300 IN. EMEEDMENT 1 Ya' W/IN 8' FLAT TO BLK (3) 10d GUN NAILS ®EA TRUSS EMBEDMENT 1 Y<' W/IN EA. END NOT TO EXCEED W/ CUT NAILS. EA, END NOT TO EXCE ET. PLATS= 18' O.G. MAX ARGI 41,.U, ' 18' SIDES: 2X6 GARAGE DOOR BUCK W/ la (5) RAFTER TO TRUSS MTS- J5'X8" A -BOLTS 4' EDMET MIN. C MBENREATE VOID FOR STRAP 1, �. 11 a Et. PLATE L W/ 2'x2'xJ6 WA WFR AND NUT � PENETRATION 112. CDX MIN. TO SHEATHING IR' GDX I WfTH MIN. 2-12d PER ELK WITH SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER PRE-ENG TRU88E8 2 BLOCKING EA. END PRIOR TO FILLING. � SE t HEATHING 1-2X6 F'7 BLOCK a CENTER OF PRE-ENG. TRUSS WITH M 2-12d PER BLK Ea END EXTERIOR ARCHWAY (�)E�E OR ARCHWAY o DOOR HEADER WKI) 4'X8' J-BOLTB 4' EMBEDMENT w/ 2"x2'xJ,' WASHER CONV. FRAMED ROOF ALTERNATE CONNECTION 4MSTA-24 RAFTER TO BLKG = WITH WINDOW 1 I/2"=1'-0' AND NUT. BETWEEN TRUSSES SCALE: I/2'=1'-0 SCALE:1/2'=1'-O' 2X4 SECURED TO PRE-ENG TRUSSES W/ TRUSS " 11'i5 UPLIFT GAB NO W/(2)12d 0 ' NOTES: ® CONNECTOR VERIFY W/ SIMPSOM HTSM20 W/10 10d 70 TRUSS ALL ANCHORS SHALL BE IN ACCORDANCE TO b' O FRAMING PLAN 2X Cu D TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" GAB SUCH INSTRUCTIONS ARE MORE STRINGENT —CRIPPLE STUDS o 16' O.G. TAPGONS TO CONT POURED LINTEL \ - - W 2)I EA. UPRIGHT GARAGE DOOR MAX N IWO UPLIFT -� BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 0 EA. JACK (2) M HT / 3 SPAN CHART. STUD, BOTH SIDES OF INSTALLED ON OPPOSITE INSTAALLED \ SCALE: I/2'=I'-0" OPENING FACES OF BLOCK WALL L-30 0 2x STUDS a 16' O.G. MAX W/ W/10 10d TO TRUSS J' COX PLYWOOD GABLEBLOCKING TRUSS 2x4 BLOCKING DOOR SHEATHING. SHEATHING TO EE WITHIN;' OF WINDOW/ DOOR AND (4) 1/4' x 2 1/4" TAPGONS TO CONT OPENING OPENING AND SECURE PER POURED LINTEL EA. RAFTER L-30 EA RAFTER H2.5 EA. RAFTER \ 2x4 RAFTER • 24' O.C. 2x4 FRAMING (TYP) 5CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG N.TS. U h6T8. 2X4 DBL. SP4032' O.C. MAX 2X4 DBL. 2X4 TOP PLATE 1/2" CLG. BOARD TOP PLATE TOP < EOTT TOP PL TE PRE-FAB PRE-FAB TRUSS R -FAE I/2 CLG. BOARD TRU58 1/2' CLG. BOARD TRUSS TRUSS 1/2" CLG. BOARD GOAT. METAL 2X4 WOOD IR' DRYWALL TRACKS, TOP k STUDS 016, E0770M O.G., U.O.N. 1/2" DRYWALL 1/2" DRYWALL 2X4 2X4 WOOD T. S STUDS 016" CHANNEL SNAPPED O.c„ U.ON. OCKING 2X4 WOOD L ALL MID -WALL SECURE ET. PLATE STUDS •24' STUDS 2CC4' O / SECURE ET. I/2'X9' TO SLAB W/ 10d OZ. TT j1. M PLATE TO SLAB 1/2' DRYWALL 32' I' MASONRY NAIL w j W/ 10d MASON E t 32" O.C. MAX ATT D TO EACH NAIL ® 32' CJ� 2X4 PT. SID ® 12' O.C. I I MAX SEE FOUNDATION PLATE �J GONG. 5LAE FOR DETAILS GONG. 5LAB CONC. SLAB a C. SLAB SEE FOUNDATION FOR DETAILS 6104+o32' OZ. MAX- 1—STORY 1—STORY 1—STORY 1—STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS (NO UPLIFT) R (W/ UPLIFT) f� (NON—BRG.) NON—BRG. S scALE= 1a'=1' v SCALE: 112'=1' v SCALE: In"=I'_0' 8C SCALE: I/2'=r_0" �. ad n PRECAST LINTEL E Q J' n -• d a / / r 4 i ° I� TO SECURE TO FRAP'(ING, NEED MIN 1 1/2' LESS TH ° 1 1/2', WINDOW MUST B a SECURED TO BL K ° 2x4 BL C RE 2x TO BLOCK W/ (2) " a 3' TAPCONS OR DRIVE PIN ( SHANK SIZE .145) (M EMBED. I 1") WITHIN 5" OF ACH END AND E ° IS' O.G. MAX SPACING. CI" fU WALL n J n n. Y °a a 4n ° 4 �- 4 n ARCH WINDOW FRAME NAILING SCHEDULE KING STUDS (SEE HEADER �j SPAN CHART FOR DETAILS PRE-ENG TRUSS ' AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS BOND BEAM CHART FOR DETAILS AND / SPECIFICATION)) JACK STUD ASSEMBLY TO BE SECURED ONE PLY ® A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END f NO MOIRE THAN 12' O.G. STAGGERED 1/2"xS' A.B. MIN.T' TAP CONS EMEEDMENMT 8' FROM EACH MIN. 2' GOVER TYP. INTERIOR END E 32' O.G. MAX. 2' APART DOOR OPENING WD FRAA 5H5 ®TOP AND 11 BO0 TTOO M PLATES FULL TRUSS ANCHOR SCALE: I/2"=1'-O' LENGTH SCUD, BOTHTH SIDES RETROFIT OF OPENING. 1 rLrs LINE OF SLAB *5 IRESAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT t ROD p/8' THICK 3 COATS a, cmu S i MLL SEE CEMENT PLASTER FOR APPLIED DIRECTLY TO REINFORC � EMENT �� REINFOLLRAL MASONRY —2xb P.T. LLD % ATTACHED TO FILL CELL AS PER PRODUCT - BPPROVAL REa ' FROM MIAMI-DADE f •� �.' .. / COUNTY > WEATHER STRIP MOULDING ALL AROUND e5Y --- DOOR MANUF.) 6ALV. STEEL TRACK ERACKETS FASTENED TO WOOD JAMB W/ - 3/16'xl 1/4' LAG GALV. STEEL-___ - �ovERHEAD DOOR SCREWS vERflCAL TRACK I' MIN. BY OTHERS BY MAUF. SLIDE FASTENED TO TRACKROOM 6RACKETB SCALE: 3/4"=1'-0" W/I/4'-amxln' UGARAGE DOOR JAMBS AND LOCK UT SCALE: I/2"=I'-O' TRUSS TO WOOD FRAMING 51MPSON Mrs-12 PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG. TRUSS FRAMING PLAN DOUBLE TOP PLATE OR DOUBLE TOP PLATE « PRE-ENG TRUSSES RS z GCNV.FRAMED RAFTERS 2x GONTNNOUS STRESS DBL. 2X TOP PLATE i CRIPPLE STUDS + Ib' O.C. 8104*32' O.G. MAX BLOCKING MID WALL 1/I6' O.S.B. 7w MAX 2x STUDS • 16' O.0 MAX, OR T/16' ZIP SHEATHING PRE-ENCsINEERED LION. SYSTEM (INSTALLED PER HEADER SIZE PER SIMPSON L51 - 2 • JACK TRUSS MAN P. SPECS.) SPAN CHART. �. STUD, 50,v 51 V'MAAX 3q' T t G SUBFLOOR GLUED 2X BLOCKING + OPE AND SCREWED AS PER TOP OF Mt8-12 FASTNER SCHEDULE 1/2, CDX 2 ST I W/ 1ST FLOOR STUDS TO = AT OW/ DOOR 2ND FLOOR STUDS 2X 8711DS 16' O.G. MAX DOOR/ IN } WINDOW/ POOR 51MPMS7A-36 •2 2k BTM. PLATE WINDOW I AND SECURE PER 2X ° OPENING ING SCHEDULE / i" - O PLATE 3/4' FLOOR DECKING m \/��. KING STUDS (SEE HEADER %� i11ro 05.5. MSTA-36 32' OG. MAX PRE-ENG( ��; SAND SPECIFICATION) FOR AILS X4 STUDS 16' O.0 PRE-ENG FLOOR TRUSS FLO i, JACKS (SEE HEADER SPAN r} OS oR �" 5TM. DOUBLE TOP PLATE I'RE- I EERED CHART FOR DETAILS AND CDX PLT ATTACHED ELATE FL TRUSS SPECIFICATION) PER FAS ER SCHEDULE 1/Ika" OS B. 2x CONTNNOUS STRESS ON SHEET D2 T5- ELOCKING MID WALL " ' JACK STUD ASSEMBLY TO FE OR '1/16' ZIP SHEATHING CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK i SECURED ONE PLY 9 A TIME. Q SYSTEM (INSTALLED PER TEXT. FINIS( I 2x STUDS +0 16' O.G. MAX, W/ 1/4' GAP FROM ELK. to O.S.B. USE Izd NAILS, TWO WITHIN 6' MANUF. SPECS.) ' GYP. WL. D. Q2 HORIZONTAL 2X SPF. STRUCTURAL ELOCKING AT �/� FROM EACH END t E MORE 2x4 BLOCKING UNDER B PERIMETER OF OS$. To PROVIDE CONT. NAIL PATTERN THAN 12' O.G. STAGGERED WALL STUDS SCURF ETA-16 SECURE BT. PLATE TO 6-,4 OR H5 • TOP AND BETWEEN TRUSS SAYS W/ PRE-ENCxt sSRED S114m32' O.C. MAX BLAB W/ 1j'x9" ANCHOR Q3 REMAINING AREA TO BE SHEATI-IED FROM DBL. TOP i � /�; � � BOTTOM PLATES m EA. FULL (3) 12d'a EACH END " CMU WALL FOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL FLOCKING. j i" LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE SIMPSON HIGH $TRENGTH%% OF OPENING. EPDXY -illEMBEp. MIN- ® SHEATHING • TOP OF WOOD FRAMED WALL TO 155E �� '� SHEATHING TO LAP TO STUDS a 16, O.C. JF STAGGERED MIN. OF 16' FROM SHEET BELOW BOTTOM OF PRE-ENG'D • SIMPSON SP4 ® MTS-12 a EVER STUD 32' O.G. MAX Q INSTALL ALL SHEETS WA -ACE GRAIN PARALLEL TRUSS FELOW_ SHEATHING TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 FT. PLATE g INT. 2—STORY L.B.W. FROM 2ND FLR LINE. KNEE WALL DETAIL @ ENTRY EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE: In'= 1'-0' 4 SCALE: I�"=r-o' 14 DOOR OPENING WD FRAMED 15 ATTACHMENT scALE:3/4'=r-0' SCALE: I/2' = I' -0' SCALE: I/2' = I' -0' CONTROL DATE: 07/01/15 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774l6078 FAX: 407-774-4078 mm,abdesigngroup.com AA #: 0003325 F w w 0 F 0. V w a F A h minmoxv. ae LoT: CREEKSIDE LOT #131 PRojz=T# 04321.000 acoaEMA 4EBB "13128-CALI" GARAGE 8V WG: RIGHT PAIO'� MISC. DETAILS 160 MPH EXP, C 604, AUG 18 F17 5/10/17 4"=1'-0" Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top right and left corners, 14" max. spacing elsewhere Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+SO) / (-55) Ply Gem Ply Gem 1500 FL16100.1-RS Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from comers, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c atjamb, 10 1/2" Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for comers. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for comers. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.20 73 W6 FL16546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap Rhino U10/20 FL17801 gauge 1'/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6 span (+47) / (-53} panel MFG. 24 GAGE FL16293-RI edge distance 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. (+45) / (-50) panel MFG. 24 GAGE FL16293-RI edge distance 12o c max, spacing. g � " / p g. Can be headed screw span or more or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R1 Sheathing ARCIII .1 N. RONALD REAGAN BL LONGWOOD,FL32750 PMI: 407-774*6078 FAX: 407-774-4078 wwwabdesigngrowp.com AA #: 0003325 N h U W 0 0. R A F A h IBummv. as LOT: CREEKSIDE LOT #131 FMOJN=# 04321. a00 MoDame 4EBB "1828-CALI" [AR,AQB BVZNQm RIGHT PAGO PRODUCT APPROVALS 160 MPH EXP. C AUG 18 yip 08/10/17 �1 ) 4p)` l C0 p NOTE: NOTE: . IF ZIP SHEATHING: SYSTEM 15 NOTE: BUILDING WRAP IF ZIP SHEATHING SYSTEM 15 6„ INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANES 6' o VERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS WRAP MATERIAL) OVER ENDS) < 6' .HORIZONTAL LAPS. INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING: TAPE FLASHING: TO EXTEND ONTO PIPE �\ / \ i' OR LESS PIPE �� _ I � 6'x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT �' THICK, 3 COAT CEMENT PENETRATION l FWRAP MATERIAL) OVER 4"x4 LASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T / \ PLASTER �� FASHING OVER APPROVED SELF MEMBRANE BE WIRED TIED TO LATH . cJ" WRB LAYER •2, FORTINEIER / \ x O.G. MAX (VERT.). NOTE; DO BUILDING PAPER I° I-IIN. LAF a METAL LATH / \ HOUSE WRAP. NOT FASTEN CONTROL JOINT TO �' FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG: MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X X GUT AND OVERLAP ONE SIDE OF / DURING: INSTALLATION WRB LAYER M, �— SELF -ADHERING: MEMBRANE � \` METAL LATH GUT AND OVERLAP ONE SIDE OF FLASHING SELF -ADHERING: MEMBRANE FASTENERS t0 BE SPACED stucco WRAP STEP *) STEP �"2 FLASHING . I" O.G. MAX VERTICALLY / WRB LAYER 01, THICK 3 GOAT CEMENT WRB LAYER WOOD SHEATHING i 01, OR 1/16' TIP SHEATHING / STUCCO WRAP PLASTER STUCCO SYSTEM �5TALLED PER /� MANIaF r CS.) I METAL LATH ' 6' Mir I FAFER LAP EE C;,U ONLY WRB LAYER "2, FORTIFIBER WRB YE "2• F R WRB LAYER 02, FORTIFIBER BUILD'INIS PAPER BUILDING PAPER WRB LAYER "I, -ADHERING MEMBRANE T` , � � / � � � � � � i / � STUCCO WRAP FLA ING OVER 4'x4' -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, LASHING OVER APPROVED SAP To WOOD WOOD SHEATHING STRAPS, STAPLES) AS FUSING TO EXTEND ONTO PIPE LATH SHALL NOT OR 7/I6' TIP SF+EATHING, BE CONTINUOUS ° s° a e' / REQUIRED TO SECURE THROUGH CONTROL"in MIN. SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING JOINTS BUT SHALL „A ^ M UF. SPECS.) 4"X4" SELF -ADHERING MEMBRANE JOINTS STOPPED AND FLASHING OVER APPROVED LIED A7 EACH SIDE. HOUSE WRAP PROVIDE 2X4 BLOCKING MIN LAY" FLASHING TO EXTEND ONTO PIPE PER ASTM CI063 LAF, L AF '1.10.1.4 PLACED FLAT MAX. 6' TO 8" ALL LAP I FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON 2 APER LAP GONT. BEAD of SEALANT NOTE: ^� STRUCTURAL Sttlp SCALE: I I/2'=1'-0" INSTALL APPROVED HOUSEWRAP AIR I. FASTENERS FOR LATH 70 BE NAILS OR I � l INFILTRATION BARRIER OVER STAPLES IN COMPLIANCE W/ ASTM C1063 / � SHEATHING 2. WIRE TIES TO BE (NO. IS) 0.0475' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITI07 \ ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REC2JI1RED PER PLAN .,. G.V. FINISH (SEE TYP WALL SECTION) •.,, . ,,. _>:.. ": -,,,, «,< . _,.� VERTICAL LATH & PAPER DETAIL WOOD STUDS ' SECTION PER FBC R703,6 1 Exterior lathing and plastering SHEATHING Exterior use of por land cement plaster NOTE: OR /I6' ZIP SHEAtHINGx 9Y513 M shall comply with the application SIDE LAPS OF METAL (INSTALLED PER MANUF. SPECSJ y- requirements of ASTM C 926-12A. PLASTER BASES SHALL NOTE: BUILDING BE SECURED TO . " 6 MIN. Installation of exterior lathing and framing FRAMING: MEMBERS. PAPER LAF IF ZIP SI-IEAt�ING SYSTEM IS shall comply with ASTM C 106312A. O" M" TYPE CONTROL JOINT THEY SHALL BE TIEDt INSTALLED, PLEASE SEE -- BETWEEN SUPPORT: MANUFACTURERS " LAPa LA1"LUE0�ELstuccoRAtINTRVAs rot INSTALLATION PROCEDURES 3 LAP a PAPER MORE THAN 5' (229-MM). AS PER ASTM C1063 _ O I. FOLD NWARD • PT. A I. FOLD INWARP • PT. A 7.8.1. O 2. CREASE • FT. B T T T NOTES �I �I �lO v 1 FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS IN LATH f I F ENE 7RAT I ON D TA I E r�'AI� MAY BE PATCHED & PAPER DETAIL 3 W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL t STICK A ® 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER Ii IANUF. SPECS.) OR O IFOLDINWAiZD• ® I. FOLDINWARD.PT.A ' WOOD SHEATHING A 2. CREASE • FT. B WRB LAYEIR 01, 2. CREASE • F1'. B 3. CREASE • Fr. G STUCCO WRAP 3. GREASE • PT. G R - 4. FOLD PT. G OVER PT. B TILL PT. C TOUCHES T BOTTOM FLANGE g" THICK, 3 COAT CEMENT PLASTER L E E Tn AM �:I- METAL LATH LAP WRB 4 TAPE OVER D RA I NAG-; FLAN (WR5 ® ©FOLD © ROOF/WALL 5CREED I �+ •,, FLAW -I WATERTIGHT LASER #1, S7UCCO WRAI NOTE: SEAL FOLD, 2Q IF ZIP 5HEATHINGm SYSTEM IS eQieuTrz INSTALLED, PLEASE SEE L C.nALTYPE v. METAL� CONTINUOUS VR8 „�,�'L�R2 (1=0R I f E3 R - - - - - - MANUFAGTURERS (NAIL TO ROO= DECK, NOT 5UILD INCH FAFER) INSTALLATION PROCEDURESP THICK• s coA* CEMENT PLASTER WALL SHEATHING) WRB LAYER 02, FORTIFIBER = BUILDING PAPER CAP SHINGLE - DO NOT NAIL, 1"IETAL LAT�4 X X X X WRB LAYER w, INSTALL WITH ROOF CEMENT STUCCO WRAP LAF LAVERS CF 51,111 WRAF OVER NAILNG FLANGE, STOP\B. a" E1L WRB 114' ABOVE \%q rr�oFnuALL scREED ~� ROOI= CEMENT SHINGLE RO01=1NCs 5o6WALL FLASHINCs OR '1/1lW Z11= 5�4=ATH1NG 5YSrt"r1`� KICK -CUT FLASHMG !SEE ' , (INSTALLED PER I`?ANUE. SPECS.) DEAILJ ;. ��'NOTE: 5=�4D5I�h/4SIIN - IF ZIP SHEATHING SYSTEM 15 NO INSTALLE� MANUFAG7URER8 SE SEE FELT UNPERLATrIENT ' WATER TIGHT SEAL (BEND OR INSTALLATION PROCEDURES FETAL LATT 4: LAY ` 4 TO 5E RER 1-13G snLDER, Do NOT curs iNCTE; SHINGLE ROOFING TK �S AT FLABNAT BOTTOM OF T. WALL rNT PER SQ. 'r' RU (UTUTw' OR NOr IINAL DRIP EPGE: OVERLAP 3'� ex,ENP 4,MFCOW LATT 4 DOES NOT 1„IEET SRECIPICATIONS) BHEATHMG, MECHANICALLY FASCIA WRAP )) ) 7 p �-y �r �r -� �7- �^y FASTEN 4' O.C. MAX F L / \ \ II —II I II \ I [ _ N.T.S. 111�LLLJJII L11J JL JL JJJLLL JL �1 A RICHITECTS F GFaW Int. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W h U W 0 F 0. V W A h A ti I111 sumrv. 8 LOTCREEKSIDE LOT #131 1 CTO 04321.000 002MA 4EBB "1828-CALI" Al awrR+a: RIGHT PAQ� WALL ASSEMBLY DETAILS 160 MPH EV. C ARCHITECT: STATE OF FLORIA AjG t 8 08 /10 /17 BOALM 1/4"=1'-0" l' A R C H I T E C T S NOTE: IF ZIP SHEATHINCs SYSTEM IS NSTALLED,PLEASE 5EE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER *1, STUCCO WRAP X R VENT WOOD CONSTUCTION a' CMU INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED $O AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALAN T IMETER OF NON-MOV_4/ F ME ND STUCCO ON ALL c E Ya" ING JOINT ALL AROU IL E 702'6.1 ter r I in andplastering terior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) (INSTALLED PER MANUP. SPECS.) WOOD SHEATHING WRB LAYER *I, STUCCO WRAP -WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LA I(H k IL9 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: Z FLASHING: -N OVER SCRATCH COAT STONE VENEER C HORIZONTAL WEEP SCREED W./STONE VENEER (FRAME TO BLOCK DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIF15EIR - — — — - BUILDING PAPER) METAL LATI4 x—x—x—x STUCCO - -- WOOD S�4EATIT4ING OR -T/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADI-4ESIVE FLA5I4ING NOTE: METAL LATI4: LATH TO BE E'ER FBG R03.&.1 / ASTI" I G-641-09, 1"IIN. 2.E LBS. PER SQ. WARD (UTILITY OR NOMINAL LATI-4 DO€S NOT MEET 5FECIFIGATION5) STUCCO FINISH (0' SELF AC:)HESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP E SIDES 6B DRYER VENT(BLOCK) BUILDING PAPER OVER 'QUICK FLASH" — — PIPE THROUGH WALL 1 \ i = 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER "QUICK FLASH" IF ZIP 5HEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CVENT PENETRATION l SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION WOOD CONSTRUCTION 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEC$.) OR WOOD SHEATHING: E.: WRB LAYER #I, STUCCO WRAP WRB E ORTIFIBER ' IL P ER COAT CEMENT PLASTER -/a" TO �/s" MID -WALL WEEP SCREED 6" 5ELF-ApHE5IVE FLASHING WOOD FRAMED WALL !C. METER FIELD RIFY LOCATION HORIZONTAL WEEP SCREED ( FRAME TO FRAME NOTE: IF ZIP 5HEATHINCs 5Y5TEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 'L-T- STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALL INCH ELEC. METER CAVITY TO 5E FILLED UJITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i r_c� nt c ri iCC 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D ISCONNECT O Eg,ECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHI� 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR ;= WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION 1/B' TEXTURE �D FINI51-4 WOOD t.' FASTEN TO WOOD STRUCTURAL MEMBER ® i' O.G. MAX a' CMU }, -A' TO )J" MID -WALL WEEP SCREED - A 6" WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: FINISH ® MASONRY HORIZONTAL WEEP SCREED FRAME TO BLOCK) ) NOTE: IF ZIP SHEATHINC% SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 0 5TF #1 T 2 APPROVED HOUSEWRAP WRB LAYER *I, BELOW STUCCO WRAP CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE_ GRADE "D" FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP I STF #3 APPLY E-Z BEAD .o.o.o.o OVER 60 MIN . o.o.o . .o o. GRADE "D" o . . 0o FELT -PROVIDE o0 � SEALANT AT ALL o 0 0 0 JOINTS AND o. 00 INTERSECTIONS oo .o.o.000 WRB LAYER *2, FORTIRBER BUILDING: PAPER STEP' , ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH " 5�f ro ELECTRICAL RECEPTACLE 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w kq h w 0 F v W q F A 64 ti 8%n=zv. . a CREESI Dr.�E LOT #131 PROJZCT# 4321.000 1900=44EBB08Ko T ""182-CALI: RIGHT PA WALL ASSEMBLY DETAILS 160 MPH EXP. C AUG 10 2117 Gib/10/17 rj6ft ir M7w EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRF LAYER sl,}- WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING / BA \TER I 3 X 3 26 GA. GALV. / WEATHER RESISTIVE 11 WRB LAYER "2, FORTIFIBER FINISH LAYER (2 LAYER / WOOD BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE BARRIE CONSTRUCTION PEEL < STICK) _�� SET IN FULL BED OE = 6 SAP. " THICK, 3 COA EMENT WEATHER RESISTIVE 6" PEEL tSEALANTPEEL t SRICK 3/4' TAR CHANNEL SPACE FROM DRIP / y ` W/5/e" TYPE 'X' DRYWALL } LAStER BARRIER "I STICK ® DRIP 6" SAS. P P SCREED WEATHER RESISTIVE EDGE TO \ FACE t0 TREX I X2"x3" 'L' FLASHING TO S t fNG H WEEP SCREED BARRIER "2 DECK FULLY M D �° E BEDDE ' \ j' THICK, 3 COAT CEMENT , IN ROOF CEMENT 051 IN V RIES WOOD PLASTER 'I METAL DRIP EDGE SHEATHING g GALV. METAL LATH / Ya GAP FOR BACKER SET IN FULL BED OF WRB LAYER wl, „ 3 „ I ROD < SEALANT Y4" GAP FOR BACKER STUCCO WRAP /� ` WOOD SNEAT 1NG 1 XI /4 P.T. OR SIMULATED 5EALANT, )4" MIN. \ WOOD (TREX) FILLER, VINYL CASING BEAD F20D < SEALANT SPACE FROM DRIP " THICK, 3 GOAT CEMENT \ JYCONTINUOUS PLASTER /OL \ G" ctl t_hnLCGKINr 11 FACE TO TREX WEARIER RESISTIVE WdtKR PRODFINCs Ist ' \� �� !— WEATI&�R f515tIVE VINYL CASING BEAD �� BARRIER "I AM66-WFWC-780 CU5T0 SING A J i r^ FEASTING WRAPPED x LAYER (2 LAYER PEEL <� R "I :F" \ W RESISTIVE 'EXTERIOR GRADE �• RIE 02 TOP OF WE SCREED DRY WgLL STICK) WRAPPED FROM II i ACHE SISTIVE WATER PROOFING Ist EL—F1I TO SHEATHING BELOW BALCONY DECK TO ,,, poMpCr4Wromp 1 02 LAYER l2 LAYER PEEL XT I COLUMN w " THICK, 3 COAT CEMENT CANTILEVER "°d�"0°'u °�r < STICK) i;r `°CLAfl ED N SIEAtIING WRB LAYER 1, \ / X ' STUCCO WRAP 4" POSITIVE DRAIN 6" PEEL E STICK a ! PLASTER ( WEEP SCREED ! E MEMBRANE VINYL CORNER BEAD DRIP EDGE t0 DECK 6' SAP. ,,. , � END OVER DRIP PEEL x STIG WRB LAYER 02, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE I Nz"xV 'L" FEASTING BUILDING PAPER (SHOWN FOR CLARIFICATION OF _ ®® 3' X 3" 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN -- - --- SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE 0 ROOF CEMENT --- _ ----- _ _ _ _ __ _ i SET IN FULL BED OF l�° X 3" 26 GA. GALV. 6" SELF-ADHEREING I �i'XI %4' T. R SI ACED ! SEALANT, )J' MIN. ----.................---•- METAL DRIP EDGE FLASHING WRAPPED SPACE FROM DRIP XI TOR SIMULATED WRB LAYER "I, WO l REX ILL R, „ SET IN FULL BED OF ®CORNER OF CANTILEVER � FACE t0 tREX STUCCO WRAP _ ' ON N 5 OD TREX) FILLER, SEALANT, Yz' MIN. 4 POSITIVE DRAIN VINYL CASING BEAD SPACE FROM DRIP AMIGO AM66-WFWC-180 `.� WEEP SCREED FOR BACKER NTINUOUS /FACE TO TREX CUSTOM CASING IN f p E SEALANT WATER PROOFING 1st y4" GAP FOR SEALANT _ VINYL CASING BEAD LAYER (2 LAYER PEEL t FI SH SAYER (2 LAYER OPT. BACKER ROD. --` PEEL f STICK) STICK) WRAPPED FROM MODIFIED 90 WATER PROOFING Tat C ANTI r �I �� vim+ 3/4 RESILIENT BALCONY DECK t0 LAYER (2 LAYER PEEL 4 NO GAP IN FIELD 1 O A V 1 E DRIP HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: T VINYL CASING BEAD THICK, 3 GOAT CEMENT TAT CHANNEL BALCONY DECK t0 SEPARATE AGCE550RIE5 ONLY) IF ZIP SHEATHING SYSTEM IS _ 1 J PLASTER VINYL CASING BEAD CANTILEVER CASING BEAD INSTALLED, PLEASE SEE WOOD LATH PASTE 3 GOAT CEMENT MANUFACTURERS LEGEND- 5/8' TYPE "X" DRYWALL - PLASTER 10A DTL. C� CANT. INSTALLATION PROCEDURES W/TEXTURED t PAINTED BARRIER WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1 I/2'=1'-0" FINISH WEATHER RESISTIVE W/TEXTURED E PAINTED WOOD SHEATHING " THICK, 3 COAT CEMENT FARRIER 02 FINISH 4" POSITIVE DRAIN �� 4' POSITIVE DRAIN THICK, 3 COAT CEMENT DRAINAGE FLANE (UJR5 PLASTER WEEP SCREED WEEP SCREED PLASTER NOTE; VINYL CORNER BEAD NO GAP IN FIELD V y— }� 1� f� ��R #1, ST�.iGGO UJR�cP) VINYL CASING BEAD NO GAP IN FIE D VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1�ETAL EATS, : EATS 4 O 8E f=E IR Ply IC (SHOWN FOR CLARIFICATION OFyINYL CASING BEAD SEPARATE ACCESSORIES ONLY R103.6.1 / AeT1l G=8-47 =0�, MIN. 2.� L5S. UJRB LA%rER #2 (I=ORTIf=IBER — — — — — SEPARATE ACCESSORIES ONLY) fi�ER SQ. Y>�RD CUTE L f �' OiR NOl"I IN>�L BUILDING F AF'ER) BALCONY DRIP BALCONY DRIP 0 EDGE INSTALLATION 11C EDGE INSTALLATION COLUMN LATE DOES NOT I IEET SPECIFICATIONS) METAL LA7T 4 x x x x (W/"L" FLASHING) SCALE: NTS NOTE' OOD GtION STUCCO WOOD SHEATHING NOTE: Warar OR i IF ZIP SIEAT ING SYSTEM IF ZIP SH 15 ins" ZIP s earalNc. Er INSTALLED, P EASE E (INarALLIM PER MAN , WM=CSJ EATHING SYSTEM IS INSTALLED, PLEASE SEE NIANUFACtU RS low, tH R ISTIVE 2x FRAMING•: MEMBER WRB LAYER ""1, MANUFACTURERS INSTALLATIO PROGE RES I UJOOD SIDE ATI INCH �' ' �� %' STUCCO WRAP INSTALLATION PROCEDURES X 3/4 RESILIENT HER RESISTIVE in / ; g THICK, 3 COAT CEMENT WOOD SHEATHING HAT CHANNEL BARRIER "2 , SELF=,ADHESIVE FLAS�41NG — — — PLASTER WRB LAYER 02, FORTIFIBER I _ VINYL CASING BEAD BUILDING PAPER X; _•��. � THICK, 3 COAT CEMENT PLASTER CORNER 5EA� ', WRB LAVER #1, �1 FASTENED TO 5HEATHINC� � � STUCCO WRAP Ewell TYPE 'X" ALL METAL LATH T. „ METAL LATH ! , W/TEXtU PAI -1O.G. MAX. +- , WOOD 41 ATHIN�s x==xr—x�x �x=z—sx--X, . FINI ORIAVZIP rarEM c" g = (Mara �M,�, _ _ ; s THICK, 3 GOAT CEMENT WRB LAVER "2, FORTIFIBEfR C2) 2x12 HEADER TI AT CEMENT !f ;; / PLASTER ; BUILDING PAPER WRB LAYER 011 6"SE0E-ADHERING — METAL LATH 4" POSITIVE DRAIN �� J stucco WRAP FLASHING J VINYL COMER BEAD I + WEEP SCREED X 1 x . WOOD SHEATHING THICK, 3 COAT CEMENT �=I � � '•., (EXPLODED VINYL CASING BEAD NO GAP IN FIELD VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF I". i �'� � CLARITY SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP \\ 11D DRIP EDGE WRB LAYER 012, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE a; p�� p �p /� ORB L IYER 01, NOTE: `Ir ri c O � �L V E JL \, BEAD � � R A M E CHUG( WRAP IF ZIP SHEATHING 5 STEM I5 WOOD GONSTRUGITON , INSTALLED, PLEAS S E' Q ' MANUFAGTU RS 2 1/ WEATHER RESISTIVE WRIB B LAYER 02, FORTIFER i INSTALLATION FRE URES BARRIER "tom' CORNER DEAD BUILDING PAPER WEATHER RESISTIVE (FASTENER SPACING I" O.G.) BARRIER 02 METAL LATH i VINYL CASING BEAD ' THICK 3 COAT CEMENT c s �� THICK, 3 GOAT CEMENT , i . PLASTER PLASTER ' 5/5' TYPE "X' DRYWALL METAL LATH W/TEXTURED E PAINTED 6°SELF-ADHERING ' FINISH I I . W911jj- 9110WA4+ SYSTEM CMI,� FLA5HINCs ' THICK, 3 GOAT CEMENT I +F 4DEr1ogI ANUR �c5.) PLASTER \ , 1 ' 5/8" THICK, 3 COAT CEMENT DRIP CAP �•.. VINYL CORP. 4' PLASTER APPLIED VINYL CORNER BEAD POSITIVE DRAIN WEEP SCREED ✓ DIRECTLY TO MA50NRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF �p / v SEPARATE ACCESSORIES ONLY) 1 (� i¶ B C O �N E R BEAD R B LO CK 1 5 B CASING BEAD C) WINDOW 11EDRIP EDGE INSTALLATION (]FRAME, NO BAND A R C H IT EC T S 1xsn Grou1nc. 1441 N. RONALD REAGAN BLVD. LONGWVOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vn m.abdesigngroup.com AA #: 0003325 W h w U W 0 N U W A F A L L4VSDiV. ! LOT: CREEKSIDE LOT #131 PROJ$CT# 04321.000 4EBB "1828-CALI" GAR.AQB 8MM: RIGHT PALM WALL ASSEMBLY DETAILS 160 MPH EXP. C 0 /17 BCAZm* 1/4"=1'-0" ile C A R C h I T E C T S --- ------------ -- ----------------------------------- ----- $ THICK, 3 COAT CEMENT 11= ZIP SI-{EATNINCrt SYSt1=M IS y4 �AF fi,TF �" tl-41GiG, 3 COAT CEMENT "�" ` WOOD SI-4EATI-41NG INSTALLED, PLEASE SEE eA-51NCI 5EAD P R SEALANT % PLASTER \ TO TRII i TAL AT1 4 MANUi=AGTURERS i INSTALLATION PROCEDURES 1X TRIM MEMk3ER / METAL LATH a STUCCO TO / 1 WRB LAYER "I, i STUCCO WRAP i SIDING TRANSITION LAYER FIEER tIFIPER x �I UILDINCx PAPER WOOD SI-�EATI-I INCz I ' SIDING WOOD 5I-4EATHING WRB LAYER 02, 1=0RtIFIBER ~ 1 a a BUILDING PAPER y .S • Fx WRY/ LA ER #1, �� mM1blTtl M11V �Oili �@ a Y OiM. M.ipIW�.WI*I n a WINDOW FRAME STUCCO WRAP ----------------------------------- ------------ WRB LAYER *2, FORTIFIBER METAL LATH ? ' _ BUILDING PAPER f - i WRB L YEft WRB LAYER "I, x �xi WRB LAYER #'1, FORTH-15ER STe c W stucco WRAP t4-41C<3 COAT GEI"IENt tl : - BEAD VI1�lYl- GASINCz PLASTER BUILDING PAPER FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING-IERINC� x� � CASING BEAD � �� METAL LATH FLASHING 6' SELF- ADHERE ING A g" THI 3 COAT CEMENT FLASHING OR PEEL E STICK i A CASING BEAD ;VINYL ANGLED, 1 `� EW F ORRED P E SIDING �' O STUCCO WRB LAYER #I, STUCCO WRAP, CLARITY) / WRAPPED AROUND FRAMING �. CASING B E AL) i �� MEMBER 6" SELF ADHESIVE FLASHING DRIP CAP �''�, (CROSS SECTION) WOOD SHEATHING WINDOW FLANGE 5RB LAY 2X FRAMING MEMBER / \, INY ANGLED WOOD CONSTRUCTION DETAIL BELOW EXPLODED INCx 5ADWOOD SHEATHING FO R CLARITY % ! ' WEATHER RESISTIVE w WRB LAYER 02, 1:ORTIPIBER ; BARRIER — BUILDI�I"lG PAPER ' I WEATHER RESISTIVE prr--'----------------------------------------------------------------------------. BARRIER 02 L�ATN ; ;' I x I Ya" LAP SIDING / / / \ 6" SELF -ADHERING ---- --- ---- ----- --- ------------------------------------------------ METAL Ila�� i / 16' REVEaL , FLASHING _ " t�41GK, 3 GOAT CEMENT I b' SELF -ADHERING / j �" TI-LICK 3 COAT CEMENT FLASHING d WEATHER RESISTIVE ; ' T'1 PLASTER PLASTER BARRIER M /GAT 5EAD / WEATHER RESISTIVE 1 STARTER STRIP � SEALANT � To UJlr�l�'�uJ METAL LATH 6 "SELF -ADHERING \\ -� \ BARRIER n Y t� DO NOT CAULK O I I \�.,''J �/ b" SELF -ADHERING FLArJi-iINC3 / FLASHING � N i � SEAL OPENING / GALv'D METAL I 1 I GAL.V' AL !' z' FLASHING / LA ER "2, FORTIFIBER DRIP CAP r FL IN UIL G PAPER `�� : ' DO NOT CAULK OR .--1_�__ SEAL OPENING WINDOW FRAME / wo T MEMBEDR _ OOD SHEATHING WINDOW FLANGE sT PaAOINGBEAD %- CASING BEAD G WINDOW / I Ya' X b' SIMULATED WOOD TRIM MEMBER ( FRAME, W/]BAND) �� SEAL GAP W/CAULKING r-- w mvi :ems. r as:.. rrn-1�+ �-y � / OR APPROVED SEALANT I �— 15 IT`./' I STUCCO CASING / �� / �� GMAP �i WRB LAYER,'"I, SIDING TO STUCCO I n �� STUCCO WRAP NotE. C) BLOCK TO FRAME IF ZIP SHEATHING SYSTEM fS TRANSITION \ WOOD SHEATHING INSTALLED, PL=ASE SEE 19 6 WIDE PEEL 4 STICK r IANUFACTURERS / OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE METAL LATH NOTE: / E-Z BEAD VINYL CASING$ � I' METAL LATH: LATH TO BE PER FBC (W/3/8" FLEXIBLE PVC BACKER ROD) I 2X FRAMING R703.6.1 / ASTI" I G-547-m9, MIN. 2.5 LBS. MEMBER / *APPLY FULL BED OF SEALANT BETWEEN WRS LAYER #I, UJCCp:) 5I4EATI� NG PER 5Q. YARD (UTILITY OR NOMINAL STUGGO WRAP LATH DOES NOT MEET SPECIFICATIONS) -=� BUILDING FLANGE E BUILDING WRAP �. WRB LAYER #2, FORTIFIBER 1 `, WRAF` — ------------------------------------------------ BUILDING PAPER / #1 WOOD 6 FLASHING DHERING " THICK, 3 COAT CEMENT SiUGCO lUi��}� WEA�ERERES� VE /�� I WEATHER RESISTIVE ,. ; BARRIER "I // \ BARRIER 41 TO LAP /� 7 /� �''y PLASTER I' ` WEATHER RESISTIVE / \ 6' ABOVE TOP BEAD �/ CASING \ �T BARRIER "� / / / z aSHING 1 II 1 WIND V �1 t�J JL JL V i�� RE AL P SIDING16 ERR R"IS-APHERING FLASHING ER ESRESISTIVEVINYL ANGLED BAI 02 CASING BEAD ' >'"'I�,��I / \\ S7ARiER STRIP VINYL CASING BEAD �. I ► 7" FLASHMETAL DO NOT CAULK OR /^ SEAL OPENING DO NOT CAULK OR Q/ y� II TIC f CK, C0� C� �l \ �� SEAL OPENING �� ,..AI D (EXPLODED 8�j /� G p VIEW FOR I L,45TE IR 7 FLA ING BARRIER 01 TO LIVE 'Z' FLASHING BARRIER h TO LAP I Ya' OD X 6' SIMULATED 6" MIN. ABOVE TOP CLARITY) WOTRIM MEMBER OF 'Z" FLASHING lx -Z VINY I r IY: X 6' SIMULATED DRAINAGE PLANE (WRB 1 ' (W ' FLeXIBLE \ i I T R LAYER #1, STUCCO WRAP) SaGKER ROD) \ / � 'SELF -ADHERING r�� Ix� DHERING \ I I FLASHING WRB LAYER 02 (FORTIFIBER — — — — Ys' THICK, 3 GOAT \` SEAL GAP W CAULKING CEMENT PLASTER OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE �a. WEATHER RESISTIVE BARRIER M BARRIER "I METAL LATH X—X—X—x CASING BEAD C) RAISED WEARIER RESIStIVE E-Y BEAD VINYL CASING BARRIER 02 BACKER RODE PVG STUGGO BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 17AC FRAME TO FRAME BARRIER 02 WOOD SHEATHING SCALE= 1 1/2' =1' -O" TRANSITION OR t/16TAL D SHEATF+tNCs SYSGS. (INSTALLED PER MANUF. SPEGSJ 19 SELF-ADHESIVE FLASIHING — 1 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwaDdesigtt8roua.com AA #: 0=325 F W w rq 0 F w q F A 9TJSTJZV: CREEKSIDE LOT #131 0JRCT 000 moan 4EBB "1828—CALI" AR.AGZ f971liM: RIGHT PADS^ WALL ASSEMBLY DETAILS 160 MPH EXP. C AUG 18 08 / 10 / 17 i.zImm d'�le copy CUT HOUSEWRo AT 4w ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LOPMENIWA I APPROVED HOUSEWRAP OVER SHEATHING, OVER WD STUD WALL STEP I INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIMLE FLASHNG DO NOT SEAL BOTTOM FIN STEP 6 TEMPORARILY FOLD -UP E SEC HOUSEWRAP(0 TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMM 4 SLOPE SILL K INSTALL 6' SELF-ApHE FLASHING < vINYL HEAT FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I BEYOND J: FLASHING AdTALL vll CAP ALIGN FLASHING, W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE IDE ADHESIVE XIBLE FLASHN /ER DRIP CAP °CTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS (FULL W RAP) PLEASE-- SEE IN5TALLAtION PROCEDURES Y 4NE NG TINT NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING, MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1155 FOLLOWING, COMPLETION OF EXTERIOR RETROFIT WORK FslrO=-=ALANT TE:AL INTERIOR PERIMETER OF WINDOW WITH R C H I T E C T S 1 N. RONALD REA°GA14 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngnnM.com AA #: 0003325 F RW ti U W 0 F 0. V A F F: ti CREEKSIDE LOT #131 04321.000 WoDma 4EBB "1828—CALI" A3'RUM RIGHT PAOM WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C mm 2x& SUB-BANt) W/I "x4" NOTCHI 6 END, WRAPPED PEEL 4 STICK DRIP EDGE 7/5" TEXTURED FINISH 6 WOOD %" TEXTURED FINISH 6 V1 (U IN I� I\ I` I� I ` I ` 1 ` METAL FASCIA WRAP Ye" FROI" 1 ` STUCCO, 1" FROM 1 WOOD WALL EXTERIOR WALL ` (FRAI" IE OR C1" IU) \� NOTE: NOTCH FOR 2X(o SUB BAND ONLY METAL FA 2X& SUS I —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYONp) DRIP EDGE, I" OFF WALL �NOT INTO STUCCO) 3-GOAT PLASTER � 2x6 SUB -BAND W/I"x4" NOTCL4 Is END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINISH a WOOD METAL LATH WOOD SHEATHING WR5 LAYER wl, STUCCO WRAF' WRB LAYER 02, PORTIFSER BUILDING PAPER ROOFING CEMENT DRIP EDG= METAL KICK OUT NOTE. IF ZIP 5I-4EAT4N6 PLEASE SEE MAT' PROCEDURES PRE-ENG'D TRU55 TO BE CUT 'a WALL LINE TO AVOID CONTACT W/TEXTURED FIN15+4 2 "x4"x4' -Sall SCARPED TO TRUSS W/126 NAILS �o"-8" O.C. I" L4X. 2x SUB -BAND W/>Y"x4" NOTCH4 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR C1" IU) SUB BAND DETAIL @ WALL SUB BAND DETAIL O 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 SUS -BAND W/1Y"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHIING, WRAPPED MIN. Y411 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I2"x4" NOTCI � -0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT -w ROOF EDGE OMITTED FOR CLARITY ARCHITECT; 1 N. RONALD REAGAN BL LONGdWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 vmwabdesigngrowp.com AA #: 0003325 F w w U w 0 F w a E a h gummy. ae LOT: CREEKSIDE LOT #131 P�JMT# 04321.000 aco� 4EBB "1828-CALI" GARAGE BVING: RIGHT PAO= WALL ASSEMBLY DETAILS; SUB —BAND 160 1IPH EXP. C AUG 1 08/10/17 1/4"=1'-0"