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HomeMy WebLinkAbout6540 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW Ak 99 1751 -NEl i 1LL,i 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) -ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES TT. CALL. LIVING P151 50. FT. GARAGE 426 60. FT. ENTRY 36 50. FT. TOTAL 2213 50. FT. 8X1C PATIO Sm SQ. FT. ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP, AMPERAGE 110, MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL 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 THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R: RISER DIM. DIMENSION 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 F.A. EACH SHT. SHEET ELEV.A. ELEVATION SHTHC. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SUDING F.G./FX . FIXED CLASS SL. GL SUDING GLASS F.C. FUEL GAS STD. STANDARD FIN. FINISH BE SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE R. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTC. FOOTING THX. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DLW GARBAGE DISPOSAL T.O.S. TOP OF SLAB C.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT, OR HT HEIGHT WDW, WINDOW INSUL INSULATION W/H WATER HEATER INT, INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG I -FOUNDATION PLAN PG IA -DOWEL PLAN PG IB-LINTEL SCHEDULE PG IB.I-LINTEL SAFE LOADS (CAST-CRETE) PG 2 -FLOOR PLAN PG 3D-ELEVATION "D" PG 4D-FRAMING PLAN ELEVATION "D" PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-MECHANICAL PLAN PG DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTESPG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND • A R C N I T E C T 6 6 GMDesigEn . 41 N. RONALD RFAGAN 8L' LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdasigngroup.com AA #: 0003325 w y w 0 o R 44 N a 0 0 SUBDIV. & LOT: SILVERADO LOT #14 BLK. #6 PROJECT# 04128.000-01461 MODEL 4ENB 1751— NEUVILLE" GARAGE SWING: RIGHT PAGE: COVER PAGE 50 MPH EXP. B I PRINT DATE: 11 /7 /17 SCALE: 1/4"=1'—O" SHEET C1 14 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) 1. SLEEPING ROOMS 30 If. ATTICS W/ STORAGE 20 Ill. ATTICS NOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 16 (PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY NTH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETETILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA 1. BASIC WIND SPEED VULT-21150 MPH, VASD-116 MPH 11, EXPOSURE CATEGORY B 111. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS *0.18 V. RISK CATEGORY 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301,212 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 ARCHTTECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WFrHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.12 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. MUGU 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) R302.51 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENNGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINLJTE FIRE -RATED DOORS AND MUST BE EQUIPPED N 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 I 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 $HALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -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 THANI/WNCH GYPSUM BOARD OR EQUIVALENT. WE 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 U'rILITIES, SITE IMPROVEMENTS, SITE RETAINING WALM AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS RAVE 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 ASPER ALL LOCAL AND STATE REQUIREMENTS. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, LINO. Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOWPINE #2 (SYP #2) OR BETTER (UNLESS NOTED OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING OTHERWISE). JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRM I . 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 $HALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAVANGS 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 ENTRAJNED 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 CHAMFEREDI/0. 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. MASONRY 1 . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2, CONCRETE MASONRY UNITS SHALL BE GRADE"N'TYPE If OR EQUAL AND, IN ACCORDANCE WITH ASTM C9D-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 1 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.21 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IF ASTACK BOND PATTERN IS TO BE USED 9 GA. LADDERTYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1 , ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING RE114FORGED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6'X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF TFROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 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 CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1. #5, W31 OR D31 AND SMALLER 2' C� CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 AND SMALLER D. BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS I Y." 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOU'r 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 (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 0. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07) 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS $HALL 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 R60223 & 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 1/7 COX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN i6"ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOLIS TILE ROOFS, SHEATHING SHALL BE Str CDX PLYWOOD. 518'CDX SHEATHING SHALL BE INSTALLED NTH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16* ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16'OSB EXPOSURE-1 OR 112"GDX 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. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 A581-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON'STRONG-TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTStNAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FOCR 5TH EDITION (2014). PLUMBING 1 . SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) NTH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH Y2' AMAFUEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 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). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING& NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603,2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS "LL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %8' 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 ASTWC926-1 la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 1A & R703.6.1 OF THE FBCR, 5TH EDIT10N (2014), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITEDTO: 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-C1063 - 1 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) ISTORY 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: 6 G r ZDv�j'gn ouspO.! . L441 N. RONAW lZAtiAN t"L). LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 1 Fk. I k L -L-3 BUDDIV. at L02% SILVERADO LOT #14 BLK #6 paoi=T# 1 04128.000-01461 MODMIC 4ENI3 1751-NEUVILLE C;AP.AGZ 81117NO: RIGHT PAO]& GENERAL NOTES 50 MPH EXP. I ARCHn'r--CT' STATEOF rp mm 1.1/7/17 ECA1.11M. 1/4"=I'-O" w*xmw % G N.0111' p CONIC. o SLAB WLL 3 1/2' PI ■ SLAB IDI/2' I ■ I 4' CONC., REINF. W/ 6'x&' W1.4XWI.4 UAL" ON 6-MIL POLY- ETHYLENE VAPOR RETARDER ■ ON WELL -COMPACTED CLEAN I FILL TERMITE TREATMENT SHALL DI BE BORA-CARE -�_ 2' _ 5' ILL I0T ■I DW LJLo _ L—JL'SINKJ i I' PVC CHASE FOR ELEC. TO ISLAND ■I RANGE I r —(') � I L' ( J ■ I 39'-8' 12X6 OPT. OPT. L W. JI D. I. I• I DI O'-0' ELEV. FIN. CONC. SLAB ■ I I 0 \ / `I/ II ! II —H { II • 0! II/ \II IWC) I L� — yJ ■ �� 5HWR. PAN \\ I \ \ 0 \\PVC - CHASE • \ \ ■ I I5 I/2' S \ \\\\ \ \WH. 3 4' GONG. SLAB �TUB/ DI BOLLARD SHWR. I AS REQ. PER \\ COND ■ �„ BLDG. CODE ^) LAV. I a I\\ L J �� EXTEND END OF PVG 4 _ _6 2XIC 2X6 CHASE UP 12' ABOVE Ii SLAB II I2' COND. CONIC. PAD ■ ( D� I . r- 344° ■ � � 3 I FM. GONCESLAB �' I • I • I 4^ I .q°. 4.-0' f4CONE-) L_—� J EXTEND WALL FOOTING UNDER ENTRY COLUMNS 21' -0' FOUNDATION PLAN NOTES - VERIFY CONDENSER PAD LOCATION WITH 51TE PLAN FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R311.3.1 OF THE FBCR 5TH EDITION (2014) I v I■ 2 1/2' KITCHEN JIL2' V.T.R. SINK W/ AUTO VENT 2l2 I I/2' I 1 I I/2'�VIT-R �2, I I/2' 2' WASHER ITUBI LAV 2' 1 1/2' qt�2'/1 1/2' 2' 2 \ k 11/2, 2' LAV. 3 3 SHWR LAv.1 2' 4 WC. C.O. 3' TO MAIN 4' PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) 08xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG CONC. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND, DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE A R C N I T E C T 8 Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www,aIII "ngroup.com AA #: 0003326 F w W a W 0 4 U 4 F 0 777 SUBDIV. & LOT: SILVERADO LOT #14 BLK. #6 PROJECT# 04128.000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXR B ARCHr ECT: STATE OF FLORIDA PRINT DATE: SCALE: 1/4"=i'-0° SHEET 1 ■ R u I T C a T It 6 Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 w 0 0 w 0 F 4 v h W O F 4 F O z g SUBDIV. & LOT01 SILVERADO LOT #14 BLK. #6 PROJECT/ 04128.000-01461 MODEL: 4ENB "1751- NEUVILLE" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 50 MPH EXP. B ARCHrrECT_ UATE OF FLORIDA PRINT DATE: 11 /7 /17 SCALE: 1/4"=1'-0" SHEET IA A R C N I T E C T 8 PATIO L-4 3052-SH 3052 Sµ 6065 S.Cs.D GREAT ROOM OWNER'S SUITE 8'-V CLG. L— 2 N L_2 W.I.C. m� m �w I I it I I ----— — L--JL-_J I O° LAUN. 0. i O KITCHEN a -a BATH = CLG. I b' L-3 L--- 0 PANTR 8' CLG. — --- o 0 - - - BEDROOM I I 9") aW O BATH #2 II O FOYER c� - L_5 _ BEDROOM #3 ENTRY 8'-a' CLG. 8'-V CLG. BEDROOM #4 TUDY 8'-a' cLG. F-----, O ° I I L— J O GARAGE 8 -8 GLG. 306a W/ 36'X10' TRANS. ---- -------------------- i52-gH TRESS D LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EOUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 14AST-4CIVElW LINTEL SCHEDULE LINTEL NO, LENGTH TYPE COMMENTS L I IT'-4' SF28-IB/IT L 2 4'-6' 8Fi6-0B/IT L 3 3'-6' 8FI6-05/IT L 4 1'-6' SF24-I5/IT L 5 1 4'-6' 8F8-I5/IT BT. DOC; ASfEMBLY, om L 6 1 V-4' 81-I6-0B/IT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX. 407-7744078 www.abdesigngroup.com AA #I: 0003325 F w h W 0 v W 0 4 m 0 0 SUBDIV. & LOT: SILVERADO LOT #14 B LK. #6 PROJECT;/# 04128.000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT P AG E: LINTEL SCHEDULE (CAST—CRETE) 50 MPH EXP. B ARCHMECT STATE OF FL.OR A 1# /'l �' PRINT DATE: 11 7 17 SCALE: 1/4"=1'—O" SHEET I ,54FE LOAD T,45LE5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS V PRECAST 4 PRESTRESSED U-LINTELS C.ssT-C.s r. G fR A V I T Y TYPE LEN--TH 8U8 SFS-0B 8F12-05 8F16-0B 20-0 24-m 28-0 32-0B EFO-IB BFI2-IB 8F16-IB 6F20-I15 8F24-I15 8F28-I5 8F32-I5 2'-10'(34°) PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 S004 10412 11936 3'-6" (42') PRECAST 2302 3136 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 W04 10412 11936 4'-0" (45") PRECAST 2029 2325 2496 3461 4435 5410 6364 1355 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1161 IS13 2651 3403 4149 48% 5644 2110 4021 6039 1526 9004 10412 9C666 5'-4' (64") PRECAST 1154 1223 1301 ISm9 2311 2826 3336 3846, 1665 2889 5051 6096 5400 6424 1450 5'-I0"( 10") PRECAST 9�2 1000 105E 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5260 6122 6'-6°l18') PRECAST 93I 1255 2101 3263 2146 3358 3911 4565 1255 2101 3396 5260 1134 8995 6890 �'-6" C90')PRECAST 76� 102E 1615 2385 1994 243E 288, 3333 1029 1615 2610 3839 5596 6613 5041 9'-4° (112`J PRECAST 573 632 104E 1469 1210 1482 1154 2021 l68 1212 1818 2544 3469 4030 3121 PRECAST 456 482 602 1125 S15 1122 1326 1535 65a 1025 1514 2051 2114 3130 2404 II'-4' C136') PRECAST 445 59a 935 1365 1854 2355 I193 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1510 I818 555 864 1254 1693 2211 2832 35SO 13'-4" (160") PRECAST 362 421 12 6 102 8 1331 1635 1224 1415 485 148 Iola 1436 1855 2343 2920 14'-O'068") PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'(184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1655 2310 2890 3410 l'-4° (208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 26,00 19'-4'(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256') PRESTRESSED N,R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-O'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 5l0 810 1250 1660 1910 24'-OC288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1 1030 1350 1610 MATERIAL5 I_ f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout - 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 190o psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per A5TM A615 GR40 or GR6o. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 1. 1/32 wire per ASTM 4510. 8. Mortar per ASTM C210 type M or S. 8" PRECAST 8 PRESTRESSED U-LINTELS 4CAST-�41III14W O F L-. I F T LATERAL TYPE LENGTH SFB-IT 8-2 20-2 24-IT 24-2 8F28-IT 28-2T8F32-2T 8F32-IT SU8 ape 2'-l0'C34'J PRECAST 2121 5332 6569 1511 W55 2021 2127 !2215 E&F10-18F20-IT 5190 6401 1630 55512021 3'-6' (42") PRECAST 2165 4231 5219 6204 119225l 251 2165 4125 5OV 606110364'-0" (48") PRECAST Isle 3680 4532 5381 6245 938 938 Isle_ 1925 2150 3583 4422 5264 6110 4'-6' (54") PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64')PRECA5T 1393• 1484 2110 2141 3315 4010 4648 505 505 13SB 1431 2050 2610 3293 3920 4549 51-10"(101) PRECAST 1212" 1351 1530 2505 3084 3665 424-1 418 418 1212 1315 1S75 2441 3010 3583 4151 PRECAST ll41" 1200 1133 2250 2169 32SO 3812 107 S87 1141 1152 1664 2192 2103 3216 3132 Z'-6' (90')PRECAST 959" 512 1415 1514 2354 2191 3240 591 651 990 1029 1466 1301 2351 2191 3245 9'-4" N12") PRECAST 601" 612 '380 1269 1560 1852 2144 454 630 501 155 M32 1550 1910 2211 2634 10'-6"(126") PRECAST 116" 498 193 1021 1261 1496 1131 396 493 Ila all 103E 1389 1111 2034 2358 W-4" 036°) PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2M5 2'-O'C144") PRECAST 601• 400 631 air.10ol 1186 1312 340 494 631 456 818 120E 1514 1199 2086 13'-4" (160") PRECAST 500" 340 532 686 841 991 1153 302 398 513 409 662 1004 1361 1631 1891 14'-0"(168') PRECAST 458, 316 493 635 115 922 1065 286 360 548 316 629 922 1254 1561 Isla W-8' 016") PRESTRESSED 243 295 45S 591 124 851 990 N.R. 351 243 352 582 052 1156 1491 1142 15'-4' (184') PRESTRESSED 228 218 430 553 all a01 925 N.R. 32-1 228 329 542 191 1012 1381 1616 IT-4' (205')PRE5TRE5SED 156 236 361 464 561 610 774 N.R. 255 188 216 4413 649 Sl4 1121 1389 19'-4' (232') PRESTRESSED 165 20,1 313 401 490 518R�Z4 204 165 23S 383 550 136 e40N.R. 2I'-4' (256'IPRESTRESSED 145 186 216 356 433 512 172 142 212 336 411 635 801N.R. 22'-O'(264')PRESTRESSED 140 180 268 343 415 493 N.R. 161 131 205 322 451 60l "I 24'-O'(28a") PRESTRESSED 12l 165 244 2112 38o A4l N.R. 135 124 le- 290 400 538 680 833 REDUCE VALUE SY 25 , FOR GRADE 40 FIELD REBAR 8" PRECAST W1 2' RECESS DOOR U-LINTELS 4^=_41R� (S;RJ4VITT' TYPE LENGTH 8RU68RF6-0 SRFIO-0B 8FFI4-0B 81�FI8-0B 8F322-0 8RF26-0B 8RF30-0B 6RF6-II5 8RFI0-IB 8RF14-IB 8RFI8-IB 5W22-I5 8R26-I5 SR-30-IB 4'-4' (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6680 1827 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1341 9416 lo818 5'-8" C68") PRECAST l85 832 1602 1550 2058 2566 3015 3565 1153 2162 4014 6412 6516 5a14 6839 5'-10' (l0') PRECAST l35 7I9 1500 1449 1924 j 2400 2816 3352 1103 2051 3811 6472 6516 5450 6,411 6'-B' (80')PRECAST 622 Sol 1611 2933 251(E, 3223 38'12 4522 907 1611 2933 4100 6130 am 6101 7'-6" 090')PRECAST 665 l61 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 (116") PRECAST 311 420 834 1253 1011 1342 la14 886 535 928 1491 2119 2618 3595 2815 8" PRECAST W1 2" RECESS DOOR U-LINTELS C^=r-CffM Uf= L I F T LATERAL TYPE LENGTH 6RF6-IT SW10-IT SRrl4-IT 8f F16-IT SW22-IT 8RF26-IT 5RF30-IT SRU 8RF6 SRF64T SRFI0-2T SRFI4-2T SWS-2T 8RF22-2T 8RF26-2 SW30-2 4'-4' (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4550 5696 4'-6' (54') PRECAST 11-32 1501 2311 3121 3331 4156 5511 853 11,32 1455 2240 3036 3831 4643 5453 853 5'-8" C68°)PRECAST 924" 1112 I195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2916 3603 4230 5'-10" C 10") PRECAST 896" 1138 1142 2352 2965 3581 419a 469 469 896 1099 1690 2255 26SI 3491 4106 6'-8' (80")PRECAST ll8 882 1513 2042 2573 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 7-io' (90')PRECA5T 688 691 1325 I810 2280 2153 3221 110 941 688 649 1302 1162 2225 2690 3151 (116") PRECAST 533" 433 808 1123 1413 1104 1995 516, 614 533 521 1009 1369 1125 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED F QUANTITY OF 5 REBAR AT r BOTTOM OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OF 5 NOMINAL HEIGHT REBAR AT TOP GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore Filled lintels as required. 3_ Installation of lintel must comply with the architectural and/or structural drawings, 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/360 vertical deflection, except lintels 1'1'-4' and longer with a nominal height OF 8" meet or exceed L/ISC. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 ,REDUCE VALUE BY 151y. FOR GRADE 40 FIELD REBAR -5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. P GROUT 1: 5 REBAR AT BOTTOM OF LINTEL CAVITY l-5/8'AGTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads For all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 6o Field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted For two 05 rebars in 8' lintels only, 1. The designer may evaluate concentrated loads From the safe load tables by calculating the maximum resisting moment and shear at d-away from the Face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. A R C H IT EC T 1111 Design WOOF,. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL '"BO PH: 407-774-8078 FAX: 407-774.4078 www.abdesigngroup.com A: 0003325 F W h w 0 0 F �4 h A O o SLIBDIV. ac LOT: SILVERADO LOT #14 BLK. #6 PROJECT# 04128.000-01461 MODEL: 4ENB 1751- NEUVILLE" GARAGE SWING: RIGHT PAGE: LINTEL LOADS (CAST-CRETE) 50 MPH EXP. B ARCHITECT'- ,STATE OF FLONDA PRINT DATE: 11 /7 /17 SCALE: 1 /4"=1' - 0" SHEET n a A R C H IT E C T S B ro I, 1'-2" 10'-4' 13'-4" „2'-4' I, PATIO 6068 SGA. HB 0 OWNER'S v e� SUITE _ GREAT ROOM e � � � I I . 24'-8' - 1 -4- JE =w.t.3 8'-8'2 8 ___-4 4- 1 5 - 4G 6 -0" 14'-8ISLAND v. i OWTODTJb24 ry 4'-10' 3'-8 �' DW LAUN. O 0 SINK Q - 0. a' 2'-B° KITCHEN A e CLG. v LAV. _ �I BATH N CLG, m 3'-8' ?7 m 8'-8' GLG. @ ! 5' 8" 2-8 c0 9'-2' 3'-8"I 6' \'Y 2'-4" < vil n I- - � n n I ,ti• ! IR-ISH N PANTR b36 RANGE b36 36'x60' 8'-8' CLG. y A C SHWR. PAN - L ® _ _ O or --- roi l ro� III o e LINEN gl BEE R STUDY N 1N1yy 12'_0. .y' 2'-4" "� 5'-0' 3 -8' _ 2 -4 'W-4'00 IC s BEDROOM #2 ja v ti" w �WO m ? M 6 F L_ATTIC C ES-1 BATH 2 2-B FOYER 8'-8' GLG. BOLLARD GOND. v1 3 YI 19 e AS REQ. PER m' o LAV. (C �I I CODE BLDG. Q �I ~ GARAGE ° -- O v8-`S GCG 2XO 3'-4° 1'-4" 3'-BG �n nl m �i Oi B BEDROOM #3^ 8'-8' CLG. - _ -- 3068 W/ !I'-8' 3' 3'-8; 4 361Xi0' TRANS. HB -ENTRY I 8'-8' GLG. 1 4 i I 8 i0 _5 10 2 6 '_ 14'-8' 4'-0' 21'-0' FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEvICE (R302.5.1) FBCR 5TH ED. (20I4). SQ.FT. CALC.S EXTERIOR MASONRY LIVING 1151 SQ. FT. GA WALL BRG. HEIGHTS RACsE 426 SQ. FT. ENTRY 36 60. FT. V_8" Bf;?X., TOTAL 2213 50. FT. BXIO PATIO 80 SQ. FT. ro TOP ( ro PLATE Q �� e BAR DETAIL � RR N A SCALE: 1/2'-I'-O' �aAB CO- coA MM AND CLADDING WIND LOADS MW WIND EXPOSIME FOR 3 WOM GIM ON N" 80UAFE ZONE 50 WH WIND MA FEMARKS m TYPE FOOTAGE MIN, WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA 5.GVD MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIROL DATE 01/06 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,8078 FAX 407-7744078 www.abdesigngroup.com AA *: 0003325 F h R 4 0 14 0 SUBDIV. & LOT: SILVERADO LOT #14 BLK. 6 PROJECT# 04128.000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 50 MPH EXP. B ARCHITECT STATE OF FLORID UAk CRA PRINT DATE: 11 /7 /17 SCALE: 1 /4"=1' — 0" SHEET 2 FYPON Lv)2x24 OR EQUIVALENT SHING ROOF WAa TYP. 16'X62' DEGORATI VE SHUTTER .� I -0' FIN. FLR A I❑ ❑ 6 4:12 A / PITCH\ WA—� TYP. � � ''''� Iiillill❑I�� ' '; �� I❑I I❑I ICI ICI ''� � lillillillil �� lil li! li! lill 7D. GALG5 - OFF -RIDGE VENTS ONL' AREA OF ATTIC = 2193 SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2193/300 = 7.31 VENTILATION AREA X SO, INCHES PER Fr.(144) 10S2.64 SQ. IN. MIN. REQUIRED VENTILATION = ,SX 1052.64 IN UPPER PORTION OF ATTIC = 526.32 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 526.32 /115 TOTAL# OF VENTS REQUIRED = 4.5767 TOTAL#OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED( TEXTURED FINISH I❑ 6 a_s° BRG. HGr.� 2 0 2 � RAISED BAND RAISED BAND I'-4^ nLOUVER DETAIL A SGALE: I/2' _ I'-0' OFF RIDGE VENT BRG. HGT. 8'-8' ERG. HG?. -m° 3 A _ W3 COAGH LIGHT Typ ❑ ❑ 0 6' RAISED BAND n Q REAR ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 6 ­ 0. Y ❑ ❑ ❑ I Wk3 TYP. 0'-0 FIN. FLR RIGHT ELEVATION TEXTURED FINISH OFF RIDGE vEN7 OFF RIDGE VENT 14B ❑ ❑ WA3 TYp. 7 d r F 01-01 FIN. FLR. - - - - - - - - - ---- - 'kF- - - - - - LEFT ELEVATION TEXTURED FINISH on 0'-0' FIN. FLR J A R C N I T E C T>t Desion PM: 407-77460 /tl FAX: 407-774-0073 www.abdesigngroup.com AA #: 0003325 W a 0 4 Chi O F C 177 SUBDIV. & LOT44 SILVERADO LOT #14 BLK. #6 PROJECT# 04128.000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: FRONT, REAR, RIGHT, LEFT "D" 50 MPH EXP. B ARCHITECT ; 6 Design Grou ... I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 4), CJI I I) II II EJ'I I GJI II II Ail CJ3 II II II j j II II II II GJ3 CJ5 = = CJ5 —A14G l2 PL_Y) AI0 A8 < A& _ A4 IU =4 ATTIC lit —AIA _ D3 _ v� Ns� II IIM2IIDICE GIG m m 00 L L FRAMING ��ik PLACCA N x w 0 4 O F O SUHDIV. 8c LOT: SILVERADO LOT #14 BLK. 6 PROJECT# 04128.000-01461 MODEL: 4ENB 1'751- NEUVILLE" GARAGE SWING: RIGHT PAGE: FRAMING PLAN ELEVATION 'D" 50 MPH,EXP. Bff ARCHf1�CT= STATE OFSTATE FLORA PRINT 11 7 17 DATE: SCALE: 1 /4"=1'- 0" SHEET CTEDiLE CONTROL DATE: 01-05-Il O TECT®R SCHEDULE CONNECTOR SIMPSON LISP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 145c HTA 16-I6 1625 (a) 101d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2' - NO lad OPTION) (2) META-16 I (2) HTA 16.18 2800 (10) lod x 1 12' I -PLY, (U5P: (10) 10d x 1 1/2') 2515 (H) I6d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1610 (9) 1Od x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 106 x 1 12', NO I6d OPTION HETA-20 1810 HTA 20 1810 (9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION >_ (2) HETA-20 2035 (2) HTA-20 3230 (10) 106 x 1 1/2' I -PLY USP: (10) 10d x I I/2' 2500 (12) I6d 2-PLY (U5P: NO I6d OPTION) Z O LGT-2 2150 LUST-2 550 !V I/4' x 2 I/4' TITEN, 2 (U5P: BLK (5) I/4' WB, WOOD 06) loci V) DET41--20 24W DHTA-20 2430 (IS) - 106 x 1 1/2, 1 PLY MGT 3965 MUGT 4115 (0 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (22) IOd TO WOOD (USP: (20) 10d TO W000) HGT-2 10980 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(,) 10d TO WOOD (U5P: WOOD l8) i0d) HGT-3 10530 HUGT-3 S860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) 10d) LGT3-SD52.5 3255 LUGT-3 3525 (12) 5D5 1/4'z3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/6' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP: (10) 106 x 1 1/2' VGT 4940 NO USP CONVERSION FOR 51MP50N VGT (U 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'XV TO WOOD (2) VGT 1185 NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'XV / 2 PLY MTS-12 loco MTW 12 1105 (14) 10d x 1 1/2' (USP: (14) 10d x 1 12', (14) 106) 4T6-16 1150 HTW 16 1260 (16) loci x 1 1/2' (U5P: (16) 10ci x 1 1/2', (16) 106) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' !U5P: (24) 10d x 1 1/2', (20) I0d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 12' (USP: (24) 10d x 1 12% (20) IOd) L5TA-12 + S25 LSTA 12 S30 (10) 10d USP: (10) 10d 1_5TA-18 + 1235 LSTA 18 1235 (14) 10d 15P: 114) 10d 1­15TA-18 . 1315 MSTA-18 1310 (14) 10d USR (14) lod N MSTA-24 + 1640 MSTA-24 1640 Nw lod USR (18) 10d a- MSTA-30 .+ 2050 MSTA-30 2065 (22) 10d U5P: (22) lod < M5TA-36 + 2050 M5TA-36 2065 (2(1)IDd USR (26)lod F-- M5T!-36 3800 K5TI 236 3890 (36) 1Oaf x 1 12' USP! (36) lod x 1 I/2' N MST)-48 5065 KT51 248 5140 (48) 10d x 1 1/2' U5P: (48) 10d x 1 12' H6 950 LFTA 6 1210 (6) ad TO PLATES, (8) 86 TO STUDS (USP: (16) 8d x 1 1/2', (I6) ad) SP4 885 5PT 4 S45 (6) Icd x 1 1/2' TO STUDS USP; (6) 10d x 1 1/2' TO STUD5 A34 395 MP 34 350 (4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) od x 1 1/2' TO POST. HCP2 645 HHCP 2 500 (12) lod x 1 IQ' U5P: (10) IOd x 1 12' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIOA 1140 RT *A 1380 (18) 1Od x 1 1/2' U5P: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT a HOU4 4940 PHD 4A 529 (16)-SDS 1/4'x3' TO WOOD, (IO)-SD5 1/4'x2 I/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W93 WOOD SCREWS VGT 4 HD15 4940 TDX 10 10140 (16)-SDS 1/4'x3' TO WOOD. (3)•3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2P1_Y USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/0' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 25$5 6115 (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONIC. (12) 16d TO WOOD U5P: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 23W 16005 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, (12)16d TO WOOD USP: SAME AS BIMP50N V) LTTI9 + 1340 LT5 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, I' EMBED.) IN GONG, (8)106 TO WOOD USP: SAME AS SIMPSON 0 = LTT20B ..+ 1500 LTS 205 1105 (U 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG, NO)10d TO WOOD U5P: 3/4- ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) lod x 1 12', 2-12' u Z HTT4 4455 HTT45 4160 (I) 5/8' A.TR.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (18) SDMO X 112' (USP: (20) I6d X 2-1/21) U5P HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2' Q NTT5 5090 HTT45 5005 115/8' A.T.R IN HIGH STRENGTH EPDXY MIN. 1' EMBED.) IN CONIC., (26) I6d X 2 1/2' (U5P: (20) Ibd X 2-12') USP HAS MORE NAIL OPTIONS: (26) 10d, (28) 1Od x 1-12', (20) I6d x 2 12' HHDQ!I-5D5 2.5+ 11,810 UPHD II 14395 (1) 1' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS yW x 2h' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HD15 6645 TDX 10 10140 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) (�) MBHA 3.56/1135 3415 5330 NFM35X12U 2550 1130 SIMPSON! (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (I) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN OM.U, FACE, (18ACd TO BEAM USP: (I) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSEVREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. ) 10d AT JOIST W HUSC412 (WOOD) 3635 2660 (FLR) HU54121F 3060 2110 (FLR) (10) I6d TO HEADER, (10) I6d TO WOOD U5P: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUG410 (CMU) loco 4920 HD410 IF 13c5 $000 (18) 1/4' z 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS. (I0) IOd TO WOOD. U5P (20) 3/16' TAPPER., 00) 10d TO WOOD = HUC210-2 (CMU) 1800 5085 ND210-21F 1305 5000 (I5) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREW5, (10) lod TO WOOD. USP (20) 3/I6' TAPPER-, (10) 10d TO WOOD HUC210-3 (CMU) loco 5085 HD210-31F 1305 50" (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (0) 10d TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD 1_GUM26-2-6D5 1430 5595 LGUM26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS !2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD, USP 141 3/8' X 4' WEDGE OLT+t W53 WOOD5CREWS HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROvAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT. + loci COMMON NAILS CAN BE SUBSTITUTED WITH 106 x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR TH15 APPLICATION PRIOR TO INSTALLATION. (n + MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W F— O AT.R • A-301 ALL THREAD ROD !SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE 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 AS7M-AI53 L USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. I ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , '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 5PAN DEL 2 x 6 UP TO 5'-4' DEL 2 x 8 5'-4' TO 1'-0' DEL 2 x 10 1'-0' TO 10'-0' DEL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DEL 2 x 6 UP TO 5'-0' DBL 2 x 6 5'-0" TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DEL 2 x 12 8'-O' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 5�_0. U.N.O. 4'-11 1/2' I 1'-II I/2' AND UP NUMBER OF HEADER 5TUD5 5UPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 �2 SYP) OSB NAIL (3) 12d a 6"-W O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRU55 TO MASONRY/CONCRETE SHALL BE META-16 FLOOR J015T TO MASONRY/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. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ, ARE STANDARD U.N.O ON FRAMING PLAN C. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVE5 9 EA, END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS 45 PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING. S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES 45 REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TIH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 5 SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N l T F C T E 6 Design Grou in�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 E; W h 0 W 0 C A 0 � o 2 SUET DIv. 8c LOT: SILVERADO LOT #14 BLK. #6 PROJECT# 04128.000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT P AG E: CONNECTOR SCHEDULE 50 MPH EXP. B ARCHrFECT: STATE OF FLORIDA DATE: 11 �% �17 SCALE: 1/4"=1'-0" SHEET 4,1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES +-1 125Y OUTLET 20 NIP 9INC,LE POLE 110V OUTLET 1101 OUTLET IR OF CUTLE WIfd:D TO MUITCH CIF; 110V OUTLET "NTEZD U 'T PAUL INTERUPTER lTAT1PER RE95TANT TYPE) {�}- 220V OUTLET t4)WIRE OGNECTION -tom- GFI TE FAULT OUTLET RPROGF II TER PATIO WITCH SWITCH 3-WAY OPER. W4 SWITCH 4-WAY OPER - - - - - - i1 WALL I'IOUWIED \-��--_ �-o laic LIGHT ( j CEILING LIGHT M OWNER'S GREAT ROOM � O O\ vP F m SUITE \0\ RECE80ED OMI PRE -WIRED �- LLNLL scoNCE (r, PC CLG I� CLG FAN PRE -WILD - F L� - _ —_ — _ _--- ,Sy-/•J�` VENT. FAN I CF1 PER 90. FT. \ W `GHT I DFFI F'ER 5Q FT, / VAN 11 LIWT \ \ \ \ FI-1 r5FEc9 eD By \ BUILDER'4'1V A O FLUORE9OENT 2-BULe u.RnP \ LIGHT e1201AJD \ \ I _ 2 FLU01III ENT KITCHEN 4• FL00RE9CEN( - - OUTLET FOR DW 1 / a 4 TRACK LIGHT Olyl_ OPT.II OPT.I ( \��ffff Y O PANEL 1ICCJ � I. U1 1. -D" GF r iGF1 LAUN. miiiim METER I� �� O' S.D. WME DETECTOR SWITCH N^ �-1 uu HARDWIRE W Hoop WIRE w/ - �.0 .LC. CABINET I� / \ WALL rowreo BAT* eAae.lm - OUTLET FOR SD. sm— DETECTOR uu HARau m FUTURE MICRO. GFI O. —.—BATH GATT. s� .UP uU _ PANT. 1 s/CO xIaQT DEiecTOR INTER-ccNNecTED RANGE-- LCMBO SHALL BE A DISTANCE �i,1 �1 PFRONT'I LL THEN .•—/tA--i' _ --! . a C, ! II ��------ I X) F'EINDANT LIGHT _ J �GFIn I y TY I GFitt -- — — �.J I =J ' ✓ NATURAL GA9 < Ili ourLET �- l \ ICI P ED i- ► CLGG FAN FAN TELEFw JACK WATER HEATATER D15caaNECT TG eE ELEVATED PRE -WIRED A/c Al. CO VITIONI1 G E CLG FAN _ _ - Dl9cora�ECT /y-YO� I / BEDROOM #4 TV. 1ELEV191GN JACK `\ „� 1 i S/ ® I SFj, / STUDY CEILMG Box REWI OTO pE OUPF•OR.1 M J J-Box A0001®ANCE C Box \ Mn61FECAs wcHFOR BEDROOM #2\\ \V P.B. FOR \\ OEILING eox REauIRED \ GARAGE ZLL WH ro BE wPwoRTEIHDOORFAN/SIGHT 4GC012DYU 'Ox°8suc FORLIGHT BATH #2 - \OUNTED BOLLARD r ITM FOYER \� LIGHT W/SWITCH IN AS REQ. \ ATTIC PER BLDG. Imo❑• Pn. Fuses -BUTTON FOR eHlne9 __ j- \ I® / \ CODE J \ COTES: 'y`'-7�` LOCATION OF tv JACKS 1 PHONE OUTLETS 1 W/ -- KEYLESS W FANS TO BE VERIFIED o HOMEOWNER / s'D \ FIXTURE Q PRE -CONSTRUCTION MEETING. - / ALL RECEPTACLES IN ALL HABITABLE / ROOMS TO BE ARC FAULT PROTECTED PER / - - GFI IRRIGATION ELECTRICAL FROvI510NS OF FBCR STH - EDITION (2014). - I \ LIPOUTLET 20 AMP DEDICATED LAUNDRY CIRCUIT.{ P.B. FOR \ \CFI 48' APP.)--C CHIMES s ISLAND (NOT ON KITCHEN CIRCUIT) DI PRE -WIRED '� I \ I- GF1 DISHWASHER DISCONNECT TO BE LOCKOUT CLG FAN ! \\ GARAGE IN PANEL - I BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER BEDROOM #3 ELECTRICAL PROVISIONS OF SECTION \ MI5013 FBGR 5TH EDITION C2014). [ LAUNDRY ROOM RECEPTACLE 5HALL BE _ - �{' _ E T GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC ((��JJ\\ C CABLE PER ELECTRICAL PROVISIONS OF _ _ _ _ _ _ _ _ _ _ _ _ _ FBR 5TH ED (2014), COACH ALL WORK TO COMPLY WITH ELECTRICAL LIGHT PROVISIONS OF THE FBGR 5TH ED ff141 ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUSt BE ENERGY EFFICIENT TYPE PER F.BC ENERGY CONSERVATION (RESIDENTIAL404.1ENERGY � LAN EFFICIENCY) 2014. 5th EDITION R404.1 1 METER FIELD VERIFY LOC. 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL FROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY- / ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-I12" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 F2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 60 PVC - CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE'D2) HOUSE PLAN: MODEL "NEUVILLE" LOAD INFORMATION VA 1751 9Q FT GENERAL LIGHTING 1T 3 VA PER SQ FT 5253 2 0 ALP APPWANCE CD2CUR AT 1500 V 3000 1 LAUNDRY CIRCUIT 15- 1 RANGE AT HALE PLATE RATING OR COORTbP/OVEN MOO 1 HATER HEATER 4500 1 DISHWASHER M. 1 CWTHES DRYli.R 5000 1 DISP09AL 500 I. LICROWAVE 1500 REFRIGERATOR 1200 SUBTOTAL OF GENERAL WAD W653 FTRST 10 RVA OF GENERAL WAD AT LOOK iD000 REMAINDER OF GENERAL WAD AT 409 25853 VA x4 10261 TOTAL NET GENERAL WAD 20261 3.5 TON HEAT PULP (W/ — EMERGENCY HEAT STRIP) 21 ALP x 240 YA- --- 3.5 TON COOLING SYSTEM 40 AMP z 9600 NET GENERAL WAD 20261 NET TOTAL HVAC 00- TOTAL WAD 2SBBl CALCULATED LOAD FOR SERVICE B9 2R1 VA/240 L 125 ALP 150 AMP SERVICE •WORST CASE SCENARIO - HIGHEST HVAC WAD USED FOR CAWULATION9.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA 51 100%, REMAINDER o 359. NET LOAD: 6,949 VA RANGE: 12,000 m 10 % 8,400 VA DRYER: 5,000 m 10% 3500 VA TOTAL 16,84E VA NEUTRAL AAPACITY: 18,485 / 240 • 18 A F2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3-2/0 CU, THWN . 1r6 CU IN 2' CONDUIT OR 3 "4/0 AL, TPUN . 106 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 1201240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MILO PANEL 150A 2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOU) VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N IT E C T S 6 Design Grou lne. 1441 N. RONALD REAGAN 80 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA 8: 0003325 W W U W O D U O F A Z SUBDIV. & LOT: SILVERADO LOT #14 BLK. #6 PROJECT# 04128,000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 50 MPH EXP. B ARCHn ECT STATE OF FLORIDA PRINT DATE: 11 /7 /17 SCALE: 1/4"=1'—O" SHEET 5 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MRS. REQUIREMENTS. 2, ALL DUCT SYSTEMS INSTALLED IN NON-COND I TIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 151 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6 . ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS, II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 51DE-WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK -" BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR Q THERMOSTAT [ED PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER i- �_� GFM PANS W/ DRAINS PANTR .- _O _ r-- --- -- ATTIC 0 _ _ R way A A H I� H CEILING O O EXTERIOR WALL -—� L_ — "-� LL ----- BEDROOMSTUD PLENUM T y AIR RETURN O� j MI6 4 SUCTION AND LIQUID �p ll_ 0 AIR SUPPLY ��� y REFRIGERANT LINES x y l BEDROOM #2 AIR HANDLER J EXTERIOR WALL 0^ vl y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO GONG W/ (2)-3/16'X2' TAPCONS CONDENSER UNIT 51MPSON WB ROLL STRAP EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL 4, O T REFRIGERANT LINES TO (SECURE H 5 - - - - - -I PLATFORM RETURN CONDENSING UNIT STRAP TO UNIT W/ (2)- __ _ _ ® L J j L TRAP DRAIN LINE AND TERMINATE 4" CONCRETE SLAB 3XI 1/4' SHT. MTL. SCREWS 14X6 BATH# 5X4 __ __ - - -_ IN AN APROVED DRAIN, AS PER x 1 FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE CONDENSER UNIT c0 . CF a'I' U SECTION 301.2.1.1 HVAC DRAINS CONNECTION TO PAD � O I` GARAGE NOTE: MAIN COND. DRAIN 3/4' DIA. 1- - 14� FOYER OVER HEAD a 12' FROM STRUCTURE ^va_. = SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG — — — — FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED — /— WADE 5240-K J05AM 56,000 INSIDE I SERIES NICKEL BRASS TOP CAULK J I P.V.0 CPT[/SPEC i INv.SEE 1 51TE PLAN FLOOR SLAB CLEAN —OUT (TYPNT5 COUNTERSUNK G.O. PLUG SEE SPEC. FIN. GRAD OR PAVIE NG �— FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I /II INV. SEE —'------'�—�— YSITE PLAN NEXT. GROUND CLEAN —OUT (TYP.) Nit, 11 oil l �, 1 PROGRESSIVE AIR SYSTEMS O5/2O/15 ARCNITECTB 6 Design Gr u �.e. 1,441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A w 0 W 0 F 4 w 0 0 FF SUBDIV. & LOT: SILVERADO LOT #14 B LK. #6 PROJECT# 04128.000-01461 MODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN ARCHRECT STATE OF FLORIDA I RINT ATE: 11/7 /17CALE: 1/4"=1 � - 0"HEET rue CELL vERfPALLY Lv cc P. -_ FOIR GILL YF6 ElERlT CODE P0I.1e FOR NRLATION w-vAUEb ` I' LONG, W O WIN W YV ib• W L 4 TExnlYYD PNtN1 - 0. O'4 - 99 eecuYe F.r, MI. FLAB 10 cWc. Yv N9f10' axclPR ear YX x' W>atiR I. V`EED. MN . !x• OG MAX. eeaYeL P.T. m. tire To xem IW vlxlo• ANCFIOR eO.T W x' uLulew 1• ENDED. Mai . u- OC MAX OCCtIRe P.T, e1. Furl TO KAe YN (S) I®d MAOOON' NABS 1 R• OG A' THILK xaolP PEI . to DAYS LONG SLAG RENDIKdD W,. y ET III P N FOY.T eTNYLeIs vAFaw RYYTAI®fiR n W N:, .001P. CLEAN PLLL rEIMnC ° TIQAT!!M buyL ee eowA-cARe W a REeAR W C11AIRa y' G1T. W.. DD. mo EOLDRASE MAX NLbIN� �• ` THICKEN EDGE 4 ° a-o•PN.nw LDAL[: w•.r-o• m ° 4' COP. RLN. 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I YY ta.d)fSIL10 OITbbC RBEJI! TO K b' FVt CHAP IIRI FOOTINI � ....- m 3 ^ U y .1 V W i-MtL NLT ETIIYLENe L • I,XLL_CC '_DmAraPLL TeRrlre TRlATt-ENT OHALL eR x-bTORT HORIZONTAL/VERTICAL eaRA-CARE -I•n1N.�4 -` (!)+IYawwO+cwRa HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING i BEARING CHANGE 1-STORY FOOTING OMITTED DOWELS A REBAR LAP AT FOOTING B aCALE: N •1'-B AT LINTEL CORNERS �---�aaiL�craa �C� D W/ BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S 6 Design Gr u,O.2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 A y Lei W O W O F Q reumm a. MP SILVERADO LOT #14 BLK. #6 PIoJwT# 04128.000-01461 moamu 4ENB 111751- NEUVILLE" GAI%AOX BWIATG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B AACHITECT; STATE OF - DAM 11/7/17 BCAIM 1/4"=1'-0" Bli�ST D1 PRE-ENGINEERED a•-m• MIN. TRUSS MT$-Q BOTTOM PL 1 6' o6z. (2) Qd NAILS AT I EA STUD. I5 Ml PLATE IX4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/2' AS, W/ MIN. l' EMBEDMENT LOCATE W-S• R&7M ENDS AND 32' O.C. MAX. I� TEXTURED FINISH MTS-Q META -lb 92' O.C. MAX. S' CM WALL (2) 12d NAILS WITHIN4' O' EA PRE-ENGINEERED END 4 (2) 12d NAILS o 12' O.C. TRUSS MAX IN FIELD. KNEE WALL DETAIL 1 STICK BUILT WALL DETAIL N.t.B. 2 TO B CK SCALE: Vl'.I••0• BPS • EA. STUD TOP SECURE MIN, TO BLS W/ PRE-ENG TRUSSES W/ TRUSS CONVECTOR VERIFY W/ BOTTOM ANCHOR BOLL W/ 2' WASHER SET S SET FRAMING PLAN PRE-ENG TR198E0 W/fR188 IN SIMPSON HIGH STRENGTH DOUBLE TOP PLATE ✓-FADER TOR UP TO 1)a00 SECURE 2z BLOCK EPDXY 4' EMBED. 2X4 SECURED TO UPLIFT W/ (2) �' TAPCGNB OR PC - GABLE END W/(2n2doEA UPRIGHT 2X4 SECURED TO CRIPPLE STUDS • I6' OP. MAX SIMPSON LSTA-Q o EA JACK DOUBLE TOP PLATE SIMPSON META-24 o EA. JACK DRIVE PIN IMIN SHANK SIZE J.) (MIN EMBED. I j') g ED ° - - HEADER SIZE PER !'IYCA•T 0 � O. GABLE ENG W/(2)Qd SPAN CHART. STUD, BOTH SIDES OF 2x8 STUDS • K' O.C. MAX W/ WITHIN $' EACH �. - 6•-B• OG. OPENING. SNEAtHING. SHEATHING TO BE END AND ES' OC. MAX 2. STUDS • IW O.C. MAX W/ WITHIN I' O° WINDOW/ DOOR SPACE' SECURE 2z4 ON SHEATHING. SHEATHING i0 BE oceuiw as' OPENING AND SECURE PER - - FLAT TO BLK DOOR/ WITHIN I' 6 WINDOW/ DOOR FASTENER SCHEDULE 1 �' OSB. SHEATHING OR W/ CUT NAILS. WINDOW OPENING AND SECURE PER (2) STUDS, f2) JACKS o EA I' COX PLYWOOD � - .�. OPENING FASTENER SCHEDULE SIDE OF OPENING KING STUD 9 (SEE HEADER JACK STUD TO BE uP ±o a -o• m SPAN CHART FOR DETAILS AND SPECIFICATION) PLYASSEMBLY ONE SECURED ONE TWO I A TIME. USE NAILS, TWO WITHIN 04 2x4 BLOCKS I° N L 30 • GABLE BLOCKING JACK$ (SEE HEADER SPAN E E ?MAN EACH END t NO MORE THAN 12' O.C. STAGGERED CMU WALL SIDES: 2X6 GARAGE DOOR BUCK Ul/ (3) TRUSS 2z4 BLOCKING —rl CHART FOR DETAILS AND SPECIFICATION) WIDOW GILL W/CRIPPLE9 K'X8• J-BOLTS 4• EMBEDMENT MIN. • EA. RAFTER I6 O.C. W/ 2'X2'XK WASHER AND NUT L-30 EA JACK STUD ASSEMBLY TO BE SPACED EVENLY FROM FLOOR TO RAFTER SECURED ONE PLY o A TIME. IA BOLT AT GARAGE DOOR HOW IN JOINT$ H25 EA. USE Qd NAILS, TWO WITHIN 6' 116' O��R UTW PRIOR TO FILLING. 1-2X6 • Al 12' EACHND4 NO AGGE�D RE DI BEDABHERAND 2' ppg�ppT Sal PT BLOCK CENTER OF DOOR HEADER W/(UUSW' J-BOLTS xd RAFTERRAFTER� a 24' O.C. ll— SIMP90N 24 o EA 4' EMBEDMENT W/ 2•X2'X16' WASHER BOTTOM PLATES a EA FULL JACK, SECURED W/ UPED AND NUT FRAMING LENGTH STUD, BOTH SIDES SPECIFIED ANCHORS (TYP) O F OPENING SW ATHNI6. T TO LAP TO TOP OF MASONRY WALL. 2X8 P.T. BOTTOM PLATE NOTES: ALL ANCHORS SHALL BE M ACCORDANCE TO _ MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE BREATHING M18T NOT _�� 7— SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK 1'-4' MIN. FROM 2ND GARAGE DOOR TYP. EXTERIOR WINDOW DOOR FOR. LINE. 3 BUCK ATTACHMENT 4 FRAMED OVERHANG 5 OPENING WD FRAMED (ZFLOOR TRUSSi WINDOW ® 2—STORY OPENING WALL ARCH WINDOW 6 9CA,-E: la•.I'-m• FRAME SECTION A SCALE: 1/2'.I'-C' SCALE: U2'•1'-0' N.TS. FASTENER SCHEr_>UL.E NOTE: TYP. EXT.$HEATRMG ATTACHMENT 3-. o ROOF DIAPHRAGM re a!n� e"awc �u" "Aus . a• oc. FOR SHEAR / UPLIFT (0.0B. TO BE STRUCTURAL USE T/I6' OBB. OR 1/2' COX PLY WITH •8 RING SHA4C GUN NAILS AT 4' O.C. AT GRADE) CONECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND $ RING SHANK GUN NAILS AT W O.C. AT NOT REQUIRED EXCEPT • OPENINGS PRE-EW- TRIUSS '�1'� INTERMEDIATE SUPPORTS, SEE DETAIL DBL. 2X TOP PLATE I ROOF 81ffATHING TO GABLE END FRAME -- O,BB. . . -- __ USE $ CAN NAILS o 4' Or-. ZX BLOCOC KING o EXTEROR SHEATHING TOP OF USE 1/16' O.BB. OR I/1' PLY WITH $RING SWANK CAN NAILS AT 6' OG. AT PANEL SIDES AND $ RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM C VI6. O,S$ n PANEL AND $ RING SIAJC GUN NAILS AT 6' O.C. ATRING 3 2X STUDS W' O.C. MAX. a INTERMEDIATE SUPPORTS. SEE DETAIL Y SNANC GUN NAILS �. • 6' O1r. IN FIELD 2X BTM. PLATE `¢ NOTE: RW3 SHANK GUN NAILS 8HALL BE PERMITTED AS ACCEPTABLE FASTENER FROH ANY MANUFACTUI�R AN ! ` z 3/4• FLOOR DECKING' NAIL REOWREMENTS pI PREFLOOR TRUSS s 8d ROUNDJMODIFIE 2 3/8' D113 T 1-100E00 OR t BLOCKING AT 4- O.C.MAXTOP M FIRST 2 FRAMING SPACES AT EACH END. y • W 1 i @wit TT XT. THI T FOR P. E SHEA NG AttACHMEN ROOT' - W/ (S) Qd NAILS _ NOTE, NAIL$ TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION SHANK RAFTER OR TRUSS ROOF S$ATHING v S(1 O Np J SHEATHING (OSB. TO BE STR1CTtUR4L GRADE) U$tA•I6 BLK. WALL QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 1. 0,113 INCH NOMINAL DIAMETER 2. RING DIAMETER CF 0IDQ OVER SHANK DIAMETER - * F • . W/ 1/4' GAP FROM BLK TO CAB. 2X4X4' SECURE TO TRUSS W/ 342d 6'-8' O.C. MAX TYP. 9. W TO 20 RINGS PER INCH 4. 02M INCH FULL ROUND HEAD DIAMETER 1 �. z $ 2- DECK SCREWS o 6'-61 O HORIZONTAL 2X B.PF. STRUCTURAL BLOCKING AT PERIMETER OF ObB. TO PROVIDE CO IT. NAIL PATTERN S. 2 INCH NAIL LENGTH - - p p {{ 3 GIELD�IkJE ® REMAINING AREA TO BE SHEATHED FROM DBL, TOP 2X4 SECURE TO 2X4 BLK W/2-Qd SECURE TO BLK W/ META-K 1, =314 I MAX HREADED 'BRINK TO EXTEND BEYOND' THICKNESS OF SIB PLATE TO HORIZONTAL BLOCKKING. ® SWEATHMG o Top OF WOOD FRAMED WALL TO BE ROOF SNEATI —IING's LAYOUT --JIB o -FLOOR SHEATHING If > STAGGERED MIN OF W' FROM SLEET BELOW ® INSTALL ALL SHEETS UIPACE GRAIN PARALLEL L WILDING LIENIG'y p l To STUDS AND ENDLALL BRAGING _; TYP. NIG EXT. BNEATHIAttACHMENT 2'-0" EXTENSION ®OPT SERVICE DR. 8 NOT USED FOR CxABCx LE END FRAMIN FOR WALL SHEATHING (OW TO $TRUCTURALGRADE) BE TYP. 3/4' TIG &&-FLOOR DECKING GLUED TO EXT. WALL SHEATHING 9 SCALE: ALL EXPOSED MEMBERS A N CH 1 T E C T 8-1 6 Design Groulrl... 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003326 V y V O �a O R O ounDIV. as LOT: SILVERADO LOT #14 BLK. 6 PROJECT* 04128.000-01461 MODRIc 4ENB "1751—NEUVILLE" GARAGE OWWO: RIGHT PALM MISC. DETAILS 50 MPH EXP. B FIBERGLASS SHINGLES OVER #30 FELT PAPER INSTALLED PER FBCR R5052.1 ON J'O.S.B. 5PEATPING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P�T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2x& 61.115-BAND PER ELEVATION$ VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W1 TRU55 PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTIO� w 7­` 1 �EE ENERGY CODE FORMS :OR INSULATION R-vALUES I GYPSUM BOARD OR 1, HIG ,TRENGTH CLG. BOARD :ONG. FILLED LINTEL BLK W/ 1) S REBAR CONTINUOUS >RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANLFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 fro I O.C. a, CMU 1/2* GYP. WL. BD� WOOD BASE I —STORY BLOCK WALL 1/w O.SB. OR j. r_DX TYVEK BUILDING WRAP FORTIFIBER 51_06 PAP GALv'D MTL. L4TW 116' TEXTURED FINISH ID WOOD Is' TO %'MID WALL WEEP SCREED ;i a, cmu 5/S' TEXTURED FINISH a MASONRY WEEP SCREED DETAIL Ca) WOOD TO I�u ��I% k- u IN IN. ,;- Lr 2p _2 z: 11/21=11-01 030 FELT PAPER INSTALLED PER r5CR "052.1 ON a' 0�5.B. SHEATHING OR I- CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W1 MTL. DRIP EDGE 2x4 OR 2xeo 6U5-5AND PER ELEVATIONS VENTED ALUM. SOFFIT STIFF5ACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR J* CDX PLYWOOD. ATTACHED PER FASTENER 5C�-,IEDULE ON SWEET IDS 1/0' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIP15ER JUM50TEX GRADE 'O'PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2xro F.T. PLATE W/ 12d's 6' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' EiR,2 15 PRE -SENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE Wl (2)12d's * EACH TRUSS TYP TO BE INSTALLED a MID� POINT OF TRUSS SPAN, OR 101-01 O.C� MAX. SECURE 2xCo FIT. PLATE TO BLK W/ J'xS' ANCHOR BOLT W1 2'WASHER SET IN SIMPSON HIGH STRENGTH EPDXY '1' X EMBED. MIN. s 32' OC MAX. %'THICK,3COAT PORTLAND CEMENT 4� PLASTER APPLIED w DIRECTLY TO MASONRY 8, CMU AW DIRTUIALL I'X4' OR IW' P.T. NAILER lf1,4 P T , 11" VA_A4'MR SECURE TWRU FRAME . EXTEND 1414- INTO . IU/ V T415C4114S F1 OR DRIVE PIN MK . .1. 141, MR HEAD SIZE 300 MIR EMBEDMENT I-J" WIT14 N 8' OF EACH END 4 10' 0,C.1= SPACING DOOR CASING VDOOR JAMS OR WINDOW ATTACH TO ZX PER MANIRACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMIS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 SCALE; 2X4: CM SECURE To BLOM W/ TAPC" OR DRIVE PIN (MR SHANK SIZE,10 MIN. HEAD SIZE -3 MIREMBEDMENT, Y, WITHIN a, OF EACH END 4 IS. O,=� MAX SPACING. 2X&, CIM E� IVALL Q I'X2'P.T. NAILER CASING JAMS OR WINDOW W TO 2X PER ACTUFM6 DETAILS, NOTE� SHIM AS NEEDED TO PLL"S JAMB (00 NOT EXCEED W) DOOR JAMB TO BLOCK + E;\��TO BLOCK + JIT/12/3" SCALE, V-V-0' 1—STORY GABLE WALL SCALE; 3/4'zI'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I- GYPSUM 50ARD OR HIGH STRENGTH CLG. BOARD CONIC. FILLED LINTEL BLK t (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SlLL (1) 05 REBAR VERTICALLY W1 CONIC, POURED CELL Ix2 P.T. FURRING STRIPS 0 fro, OC. a, CMU 1/2'GYI'. WL. BD. WOOD BASE FIBERGLASS SHINGLES BLOCKING BETWEEN OVER 030 FELT PAPER _--2x4 TRUSSES WHERE 'X* BRACING INSTALLED PER F5CR 15 PRESENT RB05,21 ON 2'0.5.15. 044EATHiNr, OR 1, Cox 2 PRE-ENG GA5LE TRU55 PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W1 MTL. DRIP ED�GE 12d's is EACH TRUSS 2x4 OR 2xro SUB-15AND TO BE INSTALLED o MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAIN, OR 10'-0' O.C, MAX, VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-vALLIES STIFFBACK (SEE SEALED J'GYPSUM BOARD OR J' TRUSS ENG, FOR SIZE 4 HIGH STRENGTH CLG. CONDITION�) BOARD O.S.B. SHEATHING OR 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 o 24' O.C. o INTERIOR ON SHEET D5 KNEE WALL 1/8'THICK, 3 COAT CONIC. FILLED LINTEL 15LK W1 PORTLAND CEMENT PLASTER (1) 05 RE15AR CONTINUOUS OVER EXPANDED GALVT) METAL LATH ON FORTIFIBER PRECAST LINTEL JUM50TEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP 6CREED (1) S REBAR VERTICALLY (SEE DETAIL 2) W/ CONIC. POURED CELL SECURE GABLE TO 2xro P.T. Ix2 P,T. FURRING STRIPS PLATE W1 12d's 6' O.C, MAX a fro" O.C. SECURE 2xro flT. PLATE TO BLK W/ J'x'B' ANCHOR BOLT ------- 6' CMU W/ 2' WASHER SET IN SIMPSON I/2'GYP. WL. 5D� HIGH STRENGTH EPDXY -I' WOOD BASE EMBED. MIN. 6 32' CC MAX %'THICK, 3 COAT PORTLAND CEMENT PLASTERAPPLIED DIRECTLY TO MASONRY 1—STORY GABLE W/ VAULT CLG. UI—Bp) BLOCK WALL SCALE: 3/4'-l'-O' NOTE: PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4d2 OR GREATER, (1) LAYER UNDERLAYMENT 16 PERMITTED BUT MUST BE FIER ASTM D22ro TYPE 11, ASTM D 4046IB TYPE IV, OR ASTM D Co"15"I 2)(4; w 2X4, CM 2XAz CM SECURE To BLOCK W/ V SECURE TO BLOCK W/ SECURE TO BLOCK IILVY,* TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPOONS OR DRIVE PIN (MIN 514AW SIZE.145 (MR SHANK, SIZE.145 (MR 844ANK SiZE.145 MIR HEAD SIZE _300 MIN. HEAD SIZE .300 MR 14EAD 84ZE 390& MIR EMBEDMENT I y1l) MR EMBEDMENT I V� MIR EMBEDMENT I Y�') _F& WI!WtN 0' OF EAC44 END 4 WITHIN V OF EAC44 END 4 WITHIN &'OF EAC14 END i 10 0,C. MAX SPACING. *'OC. MAX SPACING. IS'OC. MAX SPACING. 2X6i CEO SECURE TO BLOCK W12-V NOTE- STRUCTURAL 2X MUST 2x6� CEM 212 1 SECURE T TAPCONS OR DR PIN BE ON OUTSIDE 4 SECWRED OR P�V NOTE: ,.TU. MUST g>%_ TAPCONS 4 OR (MIN. SHAW, 5 141, IZI! r THROUGH NON STR!JCTURAL (MR SHANK SIZE J45 BE ON OUTSIDE 4 SECURED (MIR SHANK SIZE 145 MIN. 14EAD SIZE 300 %' TAPCOW MR I-Y�' MIN. HEAD SIZE THROUGH NON-STMUCTURAL MIR HEAD SIZE 300 MIR EMBEDMENT I V) 1EMBIEC11"T 114TO ELOCK. MIR EMBECt-IENT t V) TAPC40N MK I-V MIR EMBEDMENT 1 V) W1114IN V OF EAC44 END 4 6, cm WITHIN &'CF EAC44 END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF: EACH END 4 IS' 0,C. MAX SPAC NG. h' DRYWALL 19- OC. MAX SPACING. a, CHU 18'0,C. MAX SPACING, 2X& CEW I'X4' OR I'X2' P.T. NAILER 2xib: CEO V DRYWALL 2X CEM =M SECURE TO BLOCK 02-%' TAPCONS OR DRIVE PIN 36'OSJS. X 4'MR SECURE TO BLOCK W2-%' TAPCONS OR DRIVE PIN I'XA' OR I'X2' P.T. NAILER TO BLOCK LUti-1/4' TAFICONS OR DRIVE PIN (MrhL SkAhK SIZE .14S DOOR CASW. (MR SHAW SIZE .145 I —DOOR CASING (MIN , SHAW, SIZE .149, M N. 14EAD SIZE 3W DOOR JAMS OR WINDOW MIR HEAD SIZE 3M �— DOOR JAM OR WINDOW MIR H� size I" M:K EMSEDME14T I Yk'� ATTACH TO 2X PER M I N. ';�V NT 1); AT— 10 - PER MR EMBEDMENT I V� WITHIN W OF EACH END A IS, 01C. MAX SPACINS.:4,14ANUFACTURES DETAILS. um!w NEWEE AC44 10 IOC. MAX SPACIW,.:> MANUFACTURES DETAILS, WITHIN V OF EAC44 END 4 V D.C. MAX SPACING, NOTEi SWIM AS NEEDED TO PILL"M JAMB (DONOT EXCEIED V) DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE; 2X4i CM SECURE TO BLOCK W1 %* TAPCONS OR DRIVE PIN (MR SHAW, SIZE J43 MIR HEAD SIZE 3M MR EMBEDMENT 1 JV� WITHIN D'OF EAC34 END 4 MAX SPACJW- 2X61 CEM SECURE TO ISLOOK W/2-%' NOTE, STRUCTURAL 2>1 1115T TAPCON$ OR RIVE PIN 0 1 BE ON OUT61DE 4 SECURED (MIR SHANK SIZE J413 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 TICON 14, 1- . MIN. EMSEDME14T 01") OMENT INTO BLOCK WITHIN 0, OF E `kD 4 \\\—S, cm IS, 01C. MAX —)J' DRYWALL 2x& CEW —I'X4' OR I-XV P.T. NAILER SeCUMWE TO ISLOCK W12.% TAPODNS OR DRIVE PH% 11 Rt X 41 MIN. eMN ' $WANK $IZE.145 �� DOOR CASINd, MIR H� SIZE 300 --DOOR JAMB OR WINDOW MIR EMBEDMENT 1 YW� ATTACHI TO 2X PER Ull WIN $'OF EAC44 END A MANUFACTURES DETAILS. IW IBTO,C. MAX SPAC '. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" SCALE� NOTE, SHIM AS NEEDED TO PLUME, JAM (DO HOT EXCEED h') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E ALE: 1*-]'-V' 2XA: CM SECURE TO BLOCK W/ TAPO" OR DRIVE PY eMIN. SKAbK SIZE .145 MIN. HEAD SIZE 3M MR EMBEDMENT I)W) WITHIN 0' Or EACH END 4 le. 01c. MAX SPACING. NOTE, STRUCTURAL 2X MLIST BE ON OUTSIDE 4 SECURED THROUGH NON_STF.UCTURAL 2X&, CEO �6'TAPCON MIN. I-V SECURE TO BLOCK W/2-% EMBEDMENT INTO BLOCK TAPCONS OR DRI!PN (MIR SHANK SIZE 14 MIN. HEAD SIZE 3CO �_h* DRYWALL MIR EMBEDMENT lh'� WITHIN 6' OF EAC14 END 4 I-X4' OR I-XV P-T, NAILER is' 0,C. MAX SPACING, //-2. 1. ... 10 2XS` C= STRUC MEMBER W/(2A2d CURE TO BLOCK uj/2.%- WIT IN S' OF EACH END A 6- TAPCONS OR DRIVE PH TON 91. 01C. MAX CMIN SHAW, SIZE .145 DOOR CASING HIR HEAD SIZE 3" DOOR JAMS OR UINCICW MR EMBEDMENT 1)4') ATTACH TO 2X PER L_ �I!tlt tA?�. MANUFACTURES DETAIL& NOTE, 5141M AS NEEDED TO FLUMIB JAMS (CIO NOT EXCEED 49 DOOR JAMB TO BLOCK +3" ru WINDOW TO BLOCK +3" NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECIUMO THROUGH NON-STRUCTURAL %'TAPICON MR 1_4 - EMBEDMENT INTO BLOCK. a, cm Yj. DRYWALL 1. X4' OR I-XV P.T. NAILER 3W CAB. X 4' MIN. DOOR CASING DOOR JAMIS OR WINDOW ATTACH 70 2X PER MANUFACTURES DETAILS. NOTR� SWIM A$ NEEDED TO PLLP-15 JAMB (DO NOT EXCEED A'� DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" lux SCALE; 2X4; SECURE TO BLOCK UlY,' TAPCONS OR DRIVE PIN (MIR 844AW SIZE.14b MIR 14EAD SIZE " MIR EMBEDMENT 14-) WITHIN 6' OF EAC44 END A 10' OC. MAX SPACING 2X6' CEO SECURE TO BLOCK WA-1/4' TAPCONS OR DRIVE PIN NOTE, STRI.I.TURAL MUST tMIR SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MN. MEAD SIZE MO THROUGH NM-STMJCTURAL MIN. EMMC4�IENT I Y.-) V TAPCON MIR I -A' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK 18' 0,C, MAX SPACING, a, CMU �h' 2XC,. CEM DRYWALL SECURE TO BLOCK W/1-114' TAPCOMS OR DRIVE PIN 1'14' OR I-' P_T_ NAILER (MrN ' 644ANK SIZE .145, 1' P.T. X 4'MIN. MIR 1­� SIZE 300 DOOR CASW. MIR EMBEDMENT I Y�') WITHIN V Or EACH END A DOOR JAMB OR WINDOW I&' 0,C. MAX SPACING. ATTACH I 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMIS JAMS (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3 3/4- WINDOW TO BLOCK +3 3/4"_ SCALE, A It C N I T E C T 3-1 6 M%s' rob i n G WO, 2nc.. 41N - RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH:407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA 111: 0003326 N OUB",xv. a zo-,Rl SILVERADO LOT #14 BLK. #6 Pa0im" 04128.000-01461 MODAU 4ENB "1751-NEUVILLE" GARAGM 81WDIG: RIGHT PACM MONOLITHIC 1-STORY WALL SECTIONS & Num 50 MPH EXP P p Ram DATM 11/7/17 BCAXM 1/4"=V-0" alcow IDY3," FIBERGLASS SHINGLES OVER 030 FELT PAPER IN5TALLED PER FBCR RW5,21 ON a' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P,T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2xro SUB-15AND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 0.5.5. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. '1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4'MIN. FROM 2ND FLR LINE 2x4 CONT. 0 TOP AND BT. or FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, MTM. 2x4 16 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 R155ON W1 (5) 12d NAILS s EACH TRUSS� BTM. R15BON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W1 TRUSS PLAN V TPICK-3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2- STORY FIRST FLOOR BLOCK SECOND (-l'�FLOOR FRAME 2x STUDS tv Iro' O.C. MAX W1 INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T 4 G 5u5rLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENIS FLOOR TRUSS SIMPSON HETA-I& EMBED. STRAPQ 32' O.C, MAX VERIFY W/ TRUSS PLAN GYPSUM BOARD OR I - HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS �\—:FErRz INSULATION R-vALUES YPSUM 50ARD OR HIGH STRENGTH CLG. 50ARD TWIST STRAP VERIFY W1 TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW BILL 2x STUDS 0 ICo' O.C. MAX W1 INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUE6 J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRU56 (INSTALL PER MFG. SPECS.) 1, GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL 5LK W/ (1) 05 RE5AR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECABT 51LL (1) 05 RE5AR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING BTRIPS 0 le' O.C. a, CMU I/2'GYP. WL, 5D� WOOD BABE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R�305,21 ON a' O.S.B� SHEATHING OR I- COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T, IX2 W1 MTL. DRIP EDGE 2x4 OR 2xro 5UB-BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFF5ACK (SEE SEALED TRUSS ENG, FOR SIZE 4 CONDITION) SECURE 2x4 PLATE To WALL W1 i'xro' THRU-50LTS e 32'O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W1 12d's 8' O.C. MAX OR SECURE GABLE TO D5L TOP PLATE W/ SIMPSON HTC4 ID 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 0.6.5. SHEATHING OR I- Cox PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON E44EET D5 -1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALVO METAL LATH ON FORTIP15ER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE; SHEATHING MUST NOT BREAK V-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 0 TOP AND 5T. OF: FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF: 2ND FLR, 5TM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 R15BON W1 (5)12cl NAILS 0 EACH TRUSS. 5TM. R15BON TO BE P.T. WEEP SCREED (SEE DETAIL 2/C)3)' EMBED. STRAP VERIFY W1 TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1 A�FLOOR FRAME _tl a�Al = —j- I� -- It OSB, SHEATHING C CDX_\ PLY'�ZOD. ATTACH27 'PEP, FASTENER SCHEDULE ON SHEET DE, 1/0' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALVD METAL LATH ON FORT IFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO 5PEC5 FOR COMPLETE INFORMATION) 2x4 CONT, a TOP AND BT� OF FLR TRUSS (TOP 2x4 5UPPORT5 5T PLATE Or 2ND FLR, 5TM. 2x4 19 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W1 (5) 126 NAILS 0 EACH TI-RUS5. 5TM. I RIBBON TO BE P.T. WEEP 5CREED (SEE DETAIL 2/03) EMBED. STRAP VERIFY W/ TRUSS PLAN %* THICK, 3 COAT PORTLAND CEMENT PILASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PAR 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W1 (2)]2cl's * EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I- GYPSUM BOARD OR HIGH BTPEW-sTH CLG- BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW BILL 2x STUDS 0 Iro' O.C. MAX W1 INSUL, SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 46 6UBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1, GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) S RE5AR VERTICALLY W/ CONC. POURED CELL lx2 P.T. FURRING STRIPS 6 lro' O.C. a, CMU 1/2'GYP. WL. BD� WOOD BASE 2x STUDS 0 1&' O�C. MAX W1 INSUL., SEE ENERrsY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SU5FLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER F5CR S05.21 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12-4 (2) LAYER UNDERLAYMENT 5Y5TEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 19 PERMITTED BUT MUST BE PER ASTM 022ro TYPE 11, ASTM D 4a(2B TYPE IV, OR A5TM D ro-15-1 3/41 T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 PRE-ENG FLOOR TRUSS FASTEN EAC14 2X4 R155ON W1 (E5) 126 NAILS 1D EACH TRUSS. GYPSUM BOARD OR 5TM. RIB50N TO BE P.T. HIGH STRENGTH CLG. BOARD PRE-ENG FLOOR TRUSS (INSTALL PER MFG.SPECS.) CONC. FILLED LINTEL BLK W/ (1) S RE5AR CONTINUOUS CONC. FILLED LINTEL 5LK W1 (1) IS REBAR CONTINUOUS RIBBON �FASTENING DETAIL S L E T3 1/1 SCALE: 3/4'al'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5C-R RW52.1 ON �"' OZ.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2xg, SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1000" UPLIFT CONNECTOR 2xa 5YP 12 DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.C, MAX 2x8 P.T. SYP 02 SOLE PLATE -5 REMAR 0 19,' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATI�N R-vALUf _5 w WALL SECTION WOOD FRAME TO PpLQQK__3Y�_­ EXTER OR WALL STUDS (WALL SWEA WNd. NOT SHOIN FOR CLARITY) FASTEN STUDS TO BLOCK WALL WITN USP MSTA48 STRAP WITW FASTENERS AS SWCWL INSTAL STRAP . EA. END (UN-0) A SPACE STRAPS AD PCLLOM� -no MPW C': 32* Or- -160 IMPH 'C', 32 Or- -50 Mpw IS" 46: L,>,C. -140 HP�4 'C' 48' CC. TOP OF 6TLX> WALL _66LE F� TOP OF MASONRY WALL CM BLOCK SEE ENERGY CODE FORMS FOR INSULATION R-vALUE5 1, GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD SIMPSON SP2 6 EA. 2X8 STUD �' DRY WALL " DIA ANCHOR BOLT AT Irc. O.C. MAX WITH 7' EMBEDMENT AND 2' 014, WASHER SIMPSON SPI ,m EA. 2X6 STUD (1) COURSE TIE-15EAM POURED SOLID WITH CONCRETE. (1) S RE5AR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENTA5 PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 FlT. FURRING STRIPS 10 1&, O.C. a, CMU 1/2'GYP. WL. Br-). (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 4VLONG Wlro* HOOK 0 24'0.C,, MIN, 24' IN SLAB 2'-0" (T-11N. 4' CONC., RE INF. W1 ro 'x(o WI,4XWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE \50RA-CARE _(3) 'S RE5AR ON CHAIRS SPACED AND FASTENED AS SHOUN WITW ONE ADDITIONAL STRAP AT EAC44 WINDOW �— — V PLACE "T'"PS MIN (0) Wd COMMON MAIL$ INTO STUD (0.1,16 DIA X 1 112' LOWW FILL ALL REMANNO STRAP WOLES ILY Od NAILS INTO MJCC�D BACKINd DO NOT PLACE SCREW IN TOP WOLE NEAREST TO TOP OF CM BLOCK WALL CONNECT BOTTOM OF STRAP TO CM BLOCK WALL UY (1,I 3AW CIA, X 1-1/4' LOW. TAPCON MASCNRY SCREUS EXTERIOR STUD WALL CONNECTION r:;-JO FIRST FLOOR MASONRY WALL A R C N IT E C T 8 G ou pin mW80, nac. L"l N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 -A fW r—st"mm so =Vl SILVERADO LOT #14 BLK #6 PROJMT# 04128.000-01461 MODMXA 4ENB "1751-NEUVILLE" GAP.AGZ DTFMG- RIGHT PAGIM MONOLITHIC 2-STORY WALL SECTIONS & NOTES QO MPH EXP. Bj ARCFWrECT- STATE Of= CRA AR NO 93723 FD:AU%-M 11/7/17-1 C5 L2 scAlm 1/4"=V-0" a BMW IEEM D I 4 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. 1 NAILS OR PRECAST HEADER(MN) A MIN. (4))10d GUN NAILS 2 X 4 (MIN 2 X 3) 1.3/16 TAF'CON DBL. TOP PLATE Ixb COLLAR TIE AT EVERY OILER OR DRIVE PIN (MIN SHANK 81ZE.145 SECt111R 2 x RIP TO FIT RAFTER MIN LEAD 912E 300 DBL TOP PLATE W/t-T2d0 6•-B' O.C. MAX. MIN. (3) I2d NAILS OR R MN EMBEDMENT I V4') b(4 16' OL. MAX.7R TML T/S' TEXTURED FINISH MIN. (4) 10d GIN NAILS 8' FROM EACH END AND 16' §" 1/16' 086 SHEATHING OZ.MAX MIN 1-V4' EMBEDMENT r_ :5 2 X 4 K' O.O HAX 2x RAFTERS 2 X 6 (MIN 2 x 3) 2.3/16 TAPCON �? (WHEN OVER 16' IN NIEC44T.) OR DRIVE PIN (MIN SHANK SIZEJAS �'0 IxB NAILER SECURE TO TRUSSES MIN HEAD SIZE 300 HM EMBEDMENT I V4'1 eEGIJI� 2X4 UU/ 2- TAFGONB OR DRIVE PIN [MIN, 841AJJIC SIZE MM 2 x 4 fWEN OVER W' IN NIEGNTJ 1/1' TEMPERED MABCNITE LOW UN (2) Yld NAILS OR e' FROM EACH END AND B' .MI5 HEAD SIZE 30 MIRIdo GLUE A NAIL W/Sd'S B'-12' O.C. (3) IOd GLtJ NAILS • EA. TRUSS O.C. MAX, MH 1) EMBEDMENT EMBEDMENT I V WAN S' F NEEDED. 2- 2 X S (MIN 2 x 9/ 7-3/W TAPCON EA END NOT TO EXCEED ST. PLA 2 X SOLID SLKG • ARCH OR DRIVE PIN (MIN SHANK SIZEJ45 MIN LEAD SIZE 300 2x4 SOLID BLOCKING 15' OG. MAX SECURE W/2-I2d EACH END RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ ATTACWI` N PER PENETRATION B' FROM EACH END AND 18' MM. 2-11 PER BLK EA. END MANUFACTURER'S SPEC'S. ROOF DECKING OVER O.C. MAX MIN I.1/4' EMBEDMENT T46 OSB S/EATWW. v2' PLYWOOD MY. LLbUI FxArE PRE-ENG TRUSSES CMII WALL axa 901.1D BLOCKING SECURE OR Tn6. O)AB. MOTE, NO GAP • IIDIU FRAME PRE-ENG TRUSS ARCHWAY DETAIL TO _.,AIRING WITH MIN. 2-I2d PER SLK EXTERIOR ARCHWAY TO EXCEED V4- ARCHWAY DETAIL CONV. FAMED ROOF %�6" AND UNDER EA END �1 WITH WINDOW ��� CUTAWAY gL7ERNATE CONNECTION 10 M$TA-24 RAFTER TO SLK'G SCALE: 1/2'•1'-®• 9GALE: I/2'•I'-®• �• SCALE; I/2'.I'-0' L> SCALE: IR'•1'-0' BETWEEN TRUSSES B 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON PRECAST HEADER(MIN) OR DRIVE PM (MIN SWANK SIZEJ45 2 X 4 (MIN 2 X 3) 1-3A6 TAPCON� MIN LEAD 81ZE 300 MM EMBEDMENT I 1/4') 30' f TO 60'-O' (13) X' BRACE -- OR DRIVE PM (MIN SHANK SIZEJ45 b' EXISTING MILK ASV. O' FRCM EACH END AND b' 0 'X' BRACE • CENTER) MIN LEAD 912E 900 OL. HAX HM 1-V4' EMBEDMENT 1/d' TEXNRED FINISH (2 'X' BRACE DIVIDED EGIUALY FROH CENTER TO END) • II75 UPLIFT DBL. TOP PATE 2x4 16' CC. MAX MN EMBEDMENT 1 1/4') S.FROM EACH END AND B' _� 2 X 6 (MIN 2 X 3) 2-3A6 TAPCON T)g• TEXTURED FINIBWI SIMPSOM 14T9M20 SECURE 2X4 TO O.C. MAX. MIN I-V4' EMBEDMENT L W OR DRIVE PM (MIN SHANK SIZEH9 SHINGLES OVER W/10 I@d TO TRU98 WOOD WYt•Ud • 6'-8' 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON � MIN HEAD SIZE 300 T/16' OSS BREATHING -30FIBFELT ON '30 FELT ON l/16' ObB. AND (4) 1/4' x 2 I/4' OL. 9TAL.CiERED OR DRIVE PIN (HM 9HIMHC 91ZEJ45 MIN EMBEDMENT 1 1/4" TAPCONS TO CONT MINI HEAD 512E 3007N W FROM EACH END AND Is, 2 X 4 *'Or-. MAX. POURED LINTEL SECURE 2X4 UV 2-%' HM EMBEDMENT 1 1/4.) S' FRCM EACH END AND S' (WHEN OVER I6' IN WEIGHT.) OO. MAX MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' (2) 2X4 n SYP DIAGONAIL BRACE • 2350 UPLIFT TAPCONS OR DRIVE6' O.G MAXHAx HM 1.1/4' EMBEDMENT 2 X B MM 1 X 3) 2-3M TAPCON IN 1EIGMJ W/ 3-IId • EA TR119B (DIAGONAIL BRACE TO COVER 9-TRLI89ES (2)91MP° 7 NTSM20 PM (MN. SHANK SIZE MIN HEAD SIZE 2 X S (MIN 2 X 3) 2-3ne TAPCON OR DRIVE PIN (MIN SHANK SIZE.IaS INSTALLED ON OPPOSITE .10 GOO MN OR DRIVE PM (MIN 6HANK SIZE.145 MIN 14EAD 8 2f 900 2 X SOLID BLK'G • ARCH FACES OF BLOCK WALL EMBEDMENT I )'i WAN MM HEAD 812E 300 1/16' 08B SHEATHING MIN EMBEDMENT I I!4') SECURE W/2.12d EACH END 2X4 BLOCKING WHERE 'X' BRACING LIAO 1Od TO TRUBB S' EA END NOT TO i�1�Cl-'iWAY MIN EMBEDMENT 1 1/4') 2X4 W.' OO. MAX. S' FROM EACH END AND b' ATTACHMENT PER IS PRESENT AND (A) 1/4' x 2 1/4' TAPCONS TO CONT EXCEED U' OO. MAX 8' FROM EACH END AND B' (WHEN OVER W' M HEIGHT) OC. MAX MIN 1-I/4' EMBEDMENT HANUFACTURER'S BPEC'8. (2) 10d NAILS EA END POURED LINTEL BT PLATE 2X4 SOLID OO. MAX, MN 1-I/4' EMBEDMENT 2X4 SOLID BLOCKING V4' TEMPERED MASGNITE T10TE: NO GAP • WDW FRAME i0 TRUSS BLCOGMG SECURE V2. PLYWOOD SECURE TO SHEATHING W/ MIN 2-I2d PER SLK EA END GLUE 4 NAIL WRd'S S'-12' OC. TO EXCEED 114' 9PF BTIFFBACK TO SHEATHING WITH OR T/I6' 098. MIN 2-I2d PER SLK P NEEDED. (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) PRE-ENG TRUSS EA, END ARCHWAY DETAIL ARCHWAY DETAIL COM-IGM CONTINUOUS EXTERIOR ARCHWAY �1 16 AND UP �n1 CUTAWAY UI6' LEATHWNG TRUSS 24' o- BOND BEAM d NAILS 14USE B EDGbT oc. FIELD I/1' CLG. BOARD g qG OR SM 31' /8 NJXMSTA-24 32' OL MAJ(. iRUBBC(2 R12d F. EA.ORU98 2X4 SYP RAT ADJACENT ROOF TRUSS UPLIFT TO DIAGONAL BRACE. CONNECTOR NOT SHEATHING NAILING TO BE E DEL TOP PLATE TAP CONS MIN. 2' COVER SHOW.) FOR 4' OC.•ALL EDGES W186 NAILS 2X4 STUD I6' O.C. MAX T' APART CLARITY (SEE SHOP DUX48J O 144 0SOORT PLYWOOD SHEATHING _ n2-5TORY GABLE END CROSS BRACING _T__RUSS ANCHOR RETROFIT Q 90 BLDG. FELT \ SCALE: I/2'.1'-0' N.T9. O9 24' WIDE 26 GA. GALVANIZED METAL FLASHING MN AND Q DIT WIDE EXTERIOR WALL ANDD MIN 24' BE A MIN A WIDE METAL. \ SHEATHING (SEE"ATADD ® FIBERGLASS 814I142LES NOTES) FASTEN EACH STUD TO DBL. TOP PLATE FINISH 0 LANDING - PLYWOOD FF, = \ W/ U5P SPT24 NAIL PER MANUF. SPECS. 1 Z —CL SECTION AT TOP DBL 2X6 — 5 CLOSED VALLEY FLASHING DETAIL ERIOR WALL I1TJ3. (Da__KA_xT 36" MIN. 3/4' PLYWOOD WITH FINISH PRE- TRUSSES ASPHALT BNNGLES OVER MMONS WINDER DETAIL LANDING DETAIL OR PREEENGGABLEOTRUSS NA�LEDCORU 3/4' PRE-ENG TRUSS DOUBLE TOP PLATE C. FRAMED RAFTERS ONY E PLYWOOD INTO txa CONTMOU9 STRESSs12E (SEESEALD G. PACK FOR FINISH LANDING BLOCKING MID WALL SIMPSON r coN4ECT0N1 2x4 SPF BLOCKING BETWEEN TRUSSES 3/4' PLYWOOD FF. EACH STRINGER 1/2' CLG. BOARD TEXT. 9P4 • 32' 2.46T uo8 • w' oc, MAX, WHERE 'X' BRACING is PRESENT LESS THAN 4' TYP. 2X4 DBL. TOP PLATE s132,olc9Pa O.C. u.o)4. 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES • 3T' O.C, 2X DRYWALL TX4 WOODTENDS MI6' O.C., 1' T A 9UBFLOOR GLUED R /OF 4 SPF FLOOR CUT uxo. ON rRusB PLAN TE ER�°EDUL FASTENER W/CINFORCED ONT. BEAD JOIST XS RISER 2x4 CONT. STRESS IST FLOOR STUDS TO 2ND FLOOR STUDS, SUB -FLOOR ADHESIVE m° BLOCKING MID -WALL META-36 • sr PL-400 OR SIMILAR HAND RAIL oc.MAx Or_ EA HORIZONTAL RUN z SECURE TREADS TO STRINGER V U m x4 PT. PLATE �' osB. SHEATHING OR}' W/C3i8 3' SCREWS ®EA 1) m 61MIP90N 9Pa • 32 o.c. Max PRE-ENG FLOOR TRUss CDX PLYWOOD SECURED T11STRINGER, CONT. 2x4 8PF RAT RUN UNTHREADED SHANK 1/2' DRYWALL -.. I/2'X9' AJS. 32' O.C. DOUBLE TOP PLATE PER FASTENER SCHEDULE SECURED UV (T)12d's •EACH TO EXTEND BEYOND THICKNESS 7' EMBEDMENT 2x4 CONTNNCU9 STRESS 2x4 BLOCKING UNDER TRUss (2) 2.4 '4 S.Y.P. DIAGONAL BRACE W/ (3) OF SUB -FLOOR SHEATHING IXIO TRIM BLOCKING MID WALL WALL STUDS SCORE 1'2d'• • EACH TRUSS (DIAGONAL NOTE: CONK. SLAB 2x4 STUDS • I6' OL. MAX, U.ON. BETWEEN TRUSS BAYS W/ (3) 12d's EACH END X-BRACING TO COVER 5-TRUSSES STAIRS RISERS TO CONFORM 1' NOSING TYP. 2 IS'. CONT. 1/2' GYP. UL. BD. 2x DOUBLE TOP PLATE _' GYPSUM BOARD OR 3• TO FBCR 5TH EDITION (2074) SECURE ST. PLATE TO BLAB Bruns • w D.C.HIGH STRENGTH CLG, NOTE; BOARD MIN. TREAD 10% MAX. RISER 7-3/4' C3) 10 I CUT NAILS W/ ANCHOR BOLT W/ 2' MTS-12 • EVER STUD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. 3/16' MAX. VARIATION IN RISERS/TREADS g 2X4 PT. v X q WASHER SET M SIMPSON HIGH STRENGTH EPDXY 7' 2X4 57. PLATE DIAGONAL BRACE DI IO • ANY MEAN B'-0' OR GRATER REFER TO rIRT1a9 ENG FOR ADDITIONAL HOR1zc14TAL TRIBS REINFORCEMENT. ADJACENT TO EACH OTHER SLEEPER INTO ^� EMBED.. MIR 0'-0 TO 30'-o' (1) x-BRACE 3/6' MAX. VARIATION IN ANY RISER/TREAD SLAB 1-STORY • 3z' OG. MAX 3m'-r To 60'-C' (3) X-BRACE (1) X-BRACE • CENTER A (2) DORMER BRACE DIVIDED ECIUALY FROM CENTER TO END HANDRAIL CIRCULAR CROSS SECTION DIA. 7 TNT. BEARING WALL SCALE° 1/2'. INT. 2-STORY L.B.W. 8 /� ATTACHMENT 9 GABLE X-BRACING 10 TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY NOTE; FOR wALLB Wrro UPLIFToR 9GALE: R'.I'-0' 9GALE: 1/t'.,'-0 SCALE, /1'I'-0 WINDERS- MIN, 6' WIDE 0 NARROW END STAIR v SECTION DETAILS HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. MIN. 11' WIDTH a 12' FROM NARROW END SCALE: 3/4'=I'-0' 34' MIN. HANDRAIL HGT. A R 6 N I T E C T 111 6 Gwgn rousITTB. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAIL 407-7744078 www.abdesigngroup.com AA N: 0003325 . A W V 2 yO 4 V O F O ERJDDIV. a MEN SILVERADO LOT #14 BLK. #6 PROJmCT# 04128.000-01461 A[ODzz 4ENB "1751- NEUVILLE" GARAGE awWO: RIGHT PAGE: MISC. DETAILS 50 MPH EXP. B F ARCHn'IECT-- ADrr DATAk 11/7/17 EICALM: 1/4"=1'-0" Elgin" D 5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456•113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-RI USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473•116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-RS AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039•112 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS !DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT, DOOR 2014 FBCR 12/31/2018 FL 30758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/OV2018 FL 13192•114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223•113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W WW.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C H I T E C T I 6 Design Grou .2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoeigngroup.com AA M: 0003325 F h a 3 F: .TN BUnDiv. ad LOT. SILVERADO LOT #14 BLK. #6 PltojwTp 04128.000-01461 moDsma 4ENB "1751— NEUVILLE" GARP.GZ BWMG: RIGHT PAQR: PRODUCT APPROVAL LISTING 50 MPH EXP. B NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE W • VERTICAL LAP" (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) , 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE PREFORMED CONTROL JOINT i -- �' THICK, 3 COAT CEMENT PENETRATION FLANGE OF CONTROL JOINTS T \ PLASTER BE WIRED TIED TO LATH • S' WRB LAYER 2, FORTIFIBER OL. MAX (VERTJ. NOTE, DO BUILDING PAPER / . METAL LATH \ NOT FASTEN C40NTROL JOINT TO r WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH ' LEG MAY BE USED TO TEMP. FASTENED •1' (VERTJ O.C. MAX X X. I SECURE CONTROL JOINT AT SUPPORTS X X X _ _ DURING INSTALLATION URB LAYER'I. #5UILDIW, SELF--ADHEEmw.rA MEMBRANE FASTENERS TO BE SPACED BtUGCO WRAP METAL LA1HFLAauttx' S EP 7T' OL. MAX VERTICALLYWOOD SHEATHING TWRB LAYER M, ] ?NICK, 3 COAi CEMENtSTUCCO WRAP PLASTER METAL LATH WRB LAYER 2, FORTIFIBER IFIBER PAPER �, BUILDING PAPER UPS \ / LAYER STUCCO WRAP INSTALL FASTENERS (CLIPS, ATH SHALL NOi Gar rnN. CONTINUOUS WOOD SHEATHING STRAPS, STAPLES) AS - .ro a• c• ro e,II REQUIRED TO SECURE H COM'ROL . * nw. '-- / N I PIPE/ WIRE TO FRAMING MTS BUT SHALL \ IE STOPPED AND IED AT EACH SIDE. PROVIDE BLOCKING R ASTM CI063 PLACED FLATLAT MAX. TO S' �44 \ / FROM CONTROL JOINTWHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS O\R i STRUCTURAL STUD TAPLES IN COMPLIANCE W/ ASTM CW63 . WIRE TIES TO BE (NO. 10) 0.0415' WIRE I. BLOCKING SHOWN MAY BE IN ADDITIa/ \ O WALL STUDS REQUIRED PER PLAN / 2!!�j L2t<—j 21 O"W TYPE CONTROL JOINT O4 roLD eWARD • M. A O L FOLD MAARD • R. A ® 3. C1� . PT. D I9LD • A4 OL FOLD NWAIPD • O t roLD Ml1AIFD . PT. A R. A z. CRFaa• • trt. D 1. CII@AG@ • n. D ". Cw@a9E . I'C. c 3. cTrfAeE • n. c 4. FOLD PT. C OYtR PT. D TILL fR. C TOUCHES eoTrda FLANGE • TI PL T FLANGE WIAT@R TIGM SEAL FOLD, Qp b �. ///�--�' THICK, 3 COAT CEMENT PLASTER fFRAF!), vY 2 COAT � PLA° (OMIT/ 2 PER LAP SCALE, I V2'.I'-0• ® KICKOUT DETAIL BUILDIW. PAPER (FRAMtE GNLT) WR S LAYER -1, STUCCO IU RAP (N&ME pLy) LAP LATER%CF DIIILDWG WRAP avER NAILNG FLANGE, GTOP OR CMJ aY EXTER EXrf?RfOR \ � • exe WALL FLAeHRIG ] b -OUT FLAMING feEE ce spa \ 6 P@LT UJD@RLAIT@M �1 O MIFGL@ ROOFNG S � F�NG AµT DOTtI OMOF IBOOP 1 IYYLL NTEReELT1ANe DRIP EDGE. OVERLAP 9' @X1END V[' DELOIU M Tllw 4- , r_CNANIOALLT FOL MAX. A6TLN 1. FA,GIA WRAP WATER TIGHT DEAL (FEND OR SOLDER DO NOT arts VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0,0415-IN. (t21-MM) WIRE AT INTERVALS NOT MORE THAN S' (228-MM). AS PER ASTM CI063 19.1. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/NOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL , STICK r3-Taii WOOD &TUC SHEATHING PAPER STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER °I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR' t TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV, METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. SELF -ADHERING MEMBRANE R-ASFIMG OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —CUT AND OVERLAP ONE SIDE OF ���p SEL—ADHERING. MEMBRANE STEP 02 FLASHING WRB LAYER -1, STUCCO 4RAP -- WRB LAYER 2, FORTIFIBER BUILDING PAPER — METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE —, FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE �.%' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHNG ----ELASTOI`TERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FBC R703.6.1 90t Whlrw erd deebrin0 .hWI or use of port. a cxnertl plesbr ,hell eo t wI0r the ep W6.1n Nulrementa of ASTM C 926�12A. —P Intelof exterior la endfwmirg _ ,hell comply wIN ASTM C C I08312A. PIPE PENET 3AN.T.S. DRAINAGE PLANE (UJRB LATER #1, STUCCO WRAP) WRB LAYER *12 (FORTIFIBER ...... BUILDING PAPER) METAL LATH x—x—x—x STUCCO --7 WOOD SHEATHING 5ELF-ADHE&IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-03.ro-1 / ASTM C-04-1-0c3, MIN, 2.5 L55. PER SQ, YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C H IT E C T S GDes�n rou NTro. ♦.wi n. rtunn,.0 rtcnunn D�vu. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407.774-4078 www.abdealgngroup'.com AA S: 0003328 V 0 a V W O F O 2IJ j SInSDIV. as TAT. SILVERADO LOT #14 BLK. 6 PROJWT# 04128.000-01461 HOD�Is 4ENB "1751—NEUVILLE" GARAGE SWING: RIGHT PAGIC: WALL ASSEMBLY DETAILS 50_MPH EXP. B DP 1 17 80ALM: 1 /4"=1' — 0" BlEmw �/UAl AA R 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 15 TO BE SET IN BED OF SEALANT AT TOP AND 1 , SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT II WATER AWAY FROM JOINTS. 1 - X< E-Z BEAD ALL AROUND 1 `1 VENT -APPLY SEALANT ALL i IX JOINTS AND INTERSECTIONS II` APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING a JOINT ALL AROUND PER R703.6.1 �I � Exterior lathlnp and plasterina BACKER ROD Exterior use of portland cement plaster shall comply with the application X requirements of ASTM C 926-12A. f x X Installation of exterior lathing and framing l shall comply with ASTM C 1063-12A _ . WRB LAYER -1, l STUCCO WRAP �I X_. HOODED VENT ,X J' THICK, 3 COAT CEMENT I PLASTER METAL LATH WRB LAYER -2, FORTIF15ER BUILDING PAPER WOOD SHEATHING GA DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 'WRB LAYER 4, FORTIFIBER BUILDNG PAPER WOOD — CONSTUCTION �. —METAL LATH VINYL CASING BEAD W RAISED BAND %' TO h' MID -WALL ucco w-xFn W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYNG Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO Ll==� WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER FBC R­103.6,1 / ASTM C-&4-1-0cj, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP ! SIDES FjB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING CINSTALI PER MANUF. SPEC; BUILDING PAPER UNDER 'QUICK FLA A /VENT PENETRATION SCALE: N.T.S. ELEC, METEF VERIFY LO HICCH I L.'Kr-Ll=l VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION \_ ELE VER C. METER FIELD IFY LOCATION _ 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED �Co' SELF-ADHESIVE 1 FLASHING I WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 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 DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRUCTION a' CHU WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH VS' TEXTURED FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.G. MAX %' TOY' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER •1 STEP #1 APPLY 60 MIN - GRADE'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 8" .5TEF #2 ifF WRB LAYER 11, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIF15ER 5UILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 5TEF #(o OELECTRICAL RECEPTACLE .usiin Groups... L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA ih. 0003325 w y m O y 4 14 0 F7SILVE RADO #14 . 6 MT# 04128.000-01461 MODMA 4ENB "1751-NEUVILLE" GARAGE 6V=G: RIGHT PAGE; WALL ASSEMBLY DETAILS 50 MPH EXP. B ARCHRECT-. STATE OF ROR�A DATj& 11/7/17 SCALM: 1 /4"=1'- 0" EXT. WOOD FRAMED WOOD SHEATHING WALL UPS LAYER "I, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS 9/4' HAT CHANNEL J' THICK, 3 COAT CEMENT WEATHER R515TtvE �. WIV TYPE •X• DRYWALL PLASTER BARRIER -1 6' SAP. o TOP OF WEEP SCREED (LEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER -2 f \, 4' POSITIVE DRAIN THICK 3 COAT CEMENY RIEE WOOD SHEATHING WEEP SCREED PLASTER WRB LAYER -1, METAL LATH STUCCO WRAP _ WOOD SHEATHING J• THICK, 3 COAT CEMENT PLASTER 6' SELF -ADHERING -T FLASHING WRAPPED i " TOP OF WEEP SCREED i TO SHEATHING BELOW 9, WR8 LAYER STUCCO WRAP 4' POSITIVE DRAIN WEEP SCREED r WRB LAYER r2, FORTIFIBER NO GAP M FIELD ------------------ BUILDING PAPER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 6' SELF-ADHEREMG WRB LAYER 'I, FLASHING WRAPPED STUCCO WRAP ® CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM66-0FWC-T80 WEEP SCREED CUSTOM CASING BEAD NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD ��ALCANT. '• NOTE: METAL LATH: LATH TO BE PER FBC R703.6.1 / ASTM C-&41-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 P4TREC14ALIENT NNEL WEATHER RESISTIVE BARRIER '2 �-d' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/5' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ' J' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER t (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER •2 VINYL CA51NG BEAD I �' THICK, 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORP. 4' VINYL CORNER BEAD - POSITIVE DRAIN WEEP 5CREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL J' THICK, 3 COAT C£ME PLASTER VINYL CORNER BEAD Y 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB L,41'ER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x 5TUCC0 I . ' WOOD SHEATHINCz SELF-ADHESIVE FLASHING COLUMN SHEATHING WEATHER RESISTIVE — BARRIER 'I 3' X 3' 26 GA, GALV, WEATHER RESISTIVE FINISH LAYER (2 LAYER METAL DRIP EDGE BARRIER "2 FEEL t STICK) SET IN FULL BED OF 6' SAP, \ 6' PEEL 4 SEALANT, )4' MIN. SPACE FROM DRIP PEEL t STICK ETDGE TO RIP FACE TO TRX I J(?'x3' 'L' FLASHING DECK FULLY EMBEDDED .—.,,_...... '" IN ROOF CEMENT I XJ' X 3' 26 GA. GALV. Y.' GAP FOR BACKER METAL DRIP EDGE 1 'XI 9/4' P.T. OR SIMULATED ROD 4 SEALANT Ya' GAP FOR BACKER SET IN FULL BED OF SEALANT,Yf' MIN. WOOD (TREX) FILLER, VINYL CASING BEAD ROD t SEALANT SPACE FROM DRIP CONTINUOUS I FACE TO TREX WEATHER RESISTIVE WATER PROOFING )at WEATHER RESISTIVE VINYL CASING BEAD BARRIER 'I LAYER (2 LAYER PEEL 4 �': BARRIER -1 `' s 1x` WEATHER RESISTIVE STICK) WRAPPED FROM ! WEATHER RESISTIVE WATER PROOFING let i ' I ;: ' BARRIER "2 BALCONY DECK TO .mrasm i BARRIER -2 LAYER (2 LAYER PEEL EXTERIOR COLUMN CANTILEVER t ,1 4 STICK) -, COLUMN SHEATHING 6' PEEL 4 STICK 6 ' DECK MEMBRANE, �'•-- DRIP EDGE TO DECK I EXTEND OVER DRIP \••PEEL STI CK 6' SAP. SUB FLOOR EDGE \ I JiT'x3' 'L' FLASHING ®® 3' X 3' 26 GA. GALV. SUB FLOOR I : FULLY EMBEDDED IN METAL DRIP EDGE:'__] �. R CEMENT -- --- -- -- ------------- -- - -- SET IN FULL BED OF GALV. I N)'XI'/� P.T. OR SIMULATE SEALANT, )5' MIN. METAL DRIP EDGE WOOD (TREX) FILLER, I SPACE FROM DRIP FACE TO TREX I )4'X119' P.L OR SIMULATED SET IN FULL BED OF CONTINUOUS WOOD (I X) FILLER SEALANT, Yi' MIN. Y,' GAP FOR BACKER VINYL CASING BEAD GONTINUOUB SPACE FROM DRIP ROD 4 SEALANT - WATER PROOFING let GAP FOR SEALANT FACE TO TWX VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 O OPT. BACKER ROD. PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED 9m WATER PROOFING lot 3/4 RESILIENT I BALCONY DECK TO LAYER (2 LAYER PEEL A HAT CHANNEL CANTILEVER 3/4 RESILIENT i STICK) WRAPPED FROM VINYL CASINI :, i' THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING BEAD I _;. CANTILEVER METAL LATH ]' THICK 3 COAT CEMENT 5/6' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTU 'D 1 PAINTED WEATHER RESISTIVE BARRIER "I g/g• TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE WNEXTURED 1 PAINTED WOOD SHEATHING THICK, 3 COAT CEMENT BARRIER '2 FINISH PLASTER W POSITIVE DRAIN ]• THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD WEEP SCREED PLASTER NO GAP M FIELD VINYL CA51NCs BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION BALCONY 11C EDGE INSTALLATION DRIP ® COLUMN (W/" L" FLASHING) SCALE: NTS 2x FRAMING MEMBER a' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING Is _1' O.G. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER "2, FORTIF15ER BUILDING PAPER �,�nCORNER BEAD C FRAME 2 1/2" CORNER BEAD (FASTENER E SPACING 9 -1" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca?� BLOCK WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING, PAPER—� METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING , DRIP CAP WINDOW FLANGE WOOD SHEATHING y ' 1 WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER I ; I BUILDING PAPER I G METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) WRB LAYER 02, FORTIFIBER BUILDING, PAPER( METAL LATH —}—I J' THICK, 3 COAT CEP PLASTER 1 6"SELF-ADHERING FLASHING DRIP CAP � -ICI, WINDOW FLANGE 1cJB CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C N IT E C T 8 GrqUu#. LONG WOOD, FL 32750 '• PH: 407-774.6078 FAX: 407-774-4078 www.abdesignngroup.com EIL78DIv* as LOT: SILVERADO LOT #14 BLK. #6 PROJECT# 04128.000-01461 MoDwr, 4ENB "1751-NEUVILLE" GARAGE BWJNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. B Fw:E_" 11/7/17 1'-0" 3 AA R WOOD SHEATHING --\ WRB LAYER'(, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH � J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING >< WRB LAYER 01, STUCCO WRAP x WRB LAYER 02, FORT IFIBER BUILDING PAPER METAL LATH .(EXPLODED " THICK., 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER -1, — STUCCO WRAP VINYL ANGLED WRB LAYER -2, Ft BUILDING PAPER METAL LATH — gT' THICK, 3 COAT PLASTER &'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD C> WINDOW 15 C (FRAME, W/BAND) METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT - PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Ya' GAP TYP -- CASING BEAD TO TRIM — IX TRIM MEMBER a STUCCO TO SIDING TRANSITION - SIDING i . WOOD 5I-4EATI-IING J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING —WRB LAYER "I,--- WRB LAYER "I, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL d STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHNG WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE i BARRIER'! X T Y.' LAP SIDING 6' REVEAL / / / I \ W SELF -ADHERING PLASHNG W SELP-ADHERNG I L 1 FLASHNG ,t \ I WEATHER RESISTIVE BARRIER'( / STARTER STRIP \ \ = UJEATHER RESISTIVE \ \ BARRIDO NOT CAULK OR y 6' SELF-ADHERNG t 1 _ / FLASHING \ � ' GALVV METAL GALVV METAL 'Z' FLASHING •Z' FLASHNG DO NOT CAULK OR b' SIMULATED�I�' WaOD TRIM MEMBER BEA2�� — �• � \ I Y♦' X 6' SIMULATED I...'-. WOOD TRIM MEMBER SEAL GAP W/CAl1LKING / OR APPROVED SEALANT BEAD CABMG SIDING TO STUCCO @ BLOCK TO FRAME �� TRANSITION 1 c7 NOTE: METAL LATH: LATH TO BE PER FBC R'103.6.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) fx WRB LATER #1 iiYal`E7 --..__.._.. STUCCO WRAP WOOD SHEATHNG ILEAUIER B ERRESISTIVE—_ UJEATHER RESISTIVE —� x� WRB LATER *2, FORTIFIBER BARRIER -2 k.I.AALP9IDING--, �. BUILDING PAPER -ADHERING —� FLASHING LASWI I METAL LATH / STARTER BTRIP� iI ' / DO NOTuA1JLK OR sIl THICK, 3 COAT CEMENT \ (EXPLODED VIEW FOR PLASTER GALVV METAL f =•R-ASHINa. CLARITY) L) X 6' SIMULATED—� UIOOD TRIM MEMBER CASING BEAD C,b RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2"=1'-0" 6' SELF -ADHERING FLASHNG LLEATHER BARRIER LLEATHER BARRIER J" THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME z WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) 2 0' SELF -ADHERING FLASHNG WEATHER RESISTIVE \ CARRIER -1 TO LAP ABOVE TOP 1 OF 'Z FLABHIFK �4-ATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE / BARRIER -2 6' SIMULATED TRIM MEMBER LLEATFER RESISTIVE BARRIER 'I (UV%' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—WEATHERRESI6TIVE ® FRAME TO FRAME BARRIER 19 TRANSITION WRB LAYER ►I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 1 i DETAIL BELOW EXPLODED FOR CLARITY y4 GAP TYP CASING BEAD SEALANT TO WINDOW WINDOW FRAME WINDOW FLANGE ---------------------------------- THICK, 3 COAT CEMENT PLASTER METAL LATH II 11 I WRB LAYER 02, FORTIFIBER BUILDING PAPER I WOOD SHEATHING WRB LAYER "1, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING - (W/3/B' FLEXIBLE PVC BACKER ROD) MEMBER IL J APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 7 WOOD SHEATHING SELF-ADHESIVE FLASHING Design GI upo-E.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.Abdesigngrou P.¢Om AA $: 0003325 y y 0 y O F O NVHDXV. a SILVERADO LOT #14 BLK. 6 PROJmT# 04128.000-01461 HOD111111a 4ENB "1751-NEUVILLE" GARAOZ swMC: RIGHT PAOM: WALL ASSEMBLY DETAILS 50 MPH EXP. B ARCHRECT D 11 17 8CA.M 1/4"=l'-O" sDim= WAS ARCHITECT S CUT HOUSEWRAP AT 45' ANGLE r MODIFIED 11, CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL BELOW SI FLEXIBLE DO NOT BE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP (O TUCK FLAP UND at HEAD FOLD HOUSEIU IN AT JAME3S A SLOPE SILL R NSTALL V SELF-ADHE FLASHING C VINYL HEAI FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASINNG I' BEYOND J, FLASHING INSTALL VII CAP ALIGN FLASHNG W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD DOWN DIAGC ACRO' WINDO %PPLY 4b' NOM,-- .ONTINUOUS BEAD 7F SEALANT AT IAMBS AND HEAD or APPLY TO BACK OF JINDOW NAILING iANGE IN LINE W/ 'RE -PUNCHED 40LE5 OR SLOTS. JIDE ADHESIVE - -XIBLE FLASHING AVER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS O1� (FULL WRAP) SCALE: NT5 STEP 4 STEP 9 INSTALL PLUMB, I AND SQL MANUFAC WRITTEN NSTRUCI 15 APPLY MEMBRANE -"�FLASHING OVER JOINT II, IT 15 CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOJSEWRAP, 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. J NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING �E,EEALNTERIOR PERIMETER OF WINDOW WITH ll EALANT . PH: 407-774$078 FA%: 407-774-0078 W W W,abdesigngMUP.COM AA C. 0003325 y w 0 y w W 0, C > 017. Aa I.OT SILVERADO LOT #14 BLK. #6 PIROJ=T# 0412M00-01461 MODMA 4ENB "1751-NEUVILLE" GARAGS OWING - RIGHT PAGIM WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. B DA� ii/7/1'7 DC/1LM 1/4"=1'-0" EIIim= WA5 r \ \ Y -- 2x6 SUB-BANb /I W/I'x4' NOTCH a j T/8' TEXTURED FINISH a WOOD. END, WRAPPED IN I2' TEXTURED PEEL d STICK FINISH s cMu !1\\ METAL LATH x - DRIP EDGE x x x METAL FASCIA WRAP WOOD SHEATHING x x x x g I\ 1/8" TEXTURED I\ �` 1 OR CMU IlRB LAYER fi, x x x x x x FINISH im WOOD I \\ STUCCO WRAP(FRAME ONLY) x x x x x x 1/8 I/2' TEXTURED I \ / ' � WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x /f \ FINISH ID CMU / _ _ _ BUILDING PAPER (FRAME ONLY( / METAL FASCIA \ \ 2X6 9U6 BAND - \ m ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x x x i` FRAME OR CMU WRAP YS' FROM \ x x x x x x x x x x x FELT PAPER STUCCO, I' FROM \\ DRIP EDGE x x x x x x x x x x / WOOD WALL- \\ METAL KICK OUT x x x x x x x x x x DRIP EDGE p_ EXTERIOR WALL \\ © FLAN 8 x x x x x x x x (REFERENCE POINT (FRAME OR CMU) x x x x x ONLY, FOR WALL OFF SET OF COMPONENTS) V NOTE: NOTCH FOR 2X(o \ \ SUB BAND ONLY ROOF KICK OUT REMOVED \\ (: METAL FLASHING, WRAPPED \\ FOR CLARITY MIN. Y4' ABOVE BOTTOM OF ` ROOF DECK (BEYOND) DRIP EDGE \\`\DRIP ____. EDGE, I' OFF WALL 2x SUB -BAND T -- I zzqzzNOT INTO STUCCO) W/lY'x4' NOTCH tv \\ END, WRAPPED IN I - �1/5" TEXTURED FINISH m PEEL 4 STICK ` / WOOD, 1/2' TEXTURED -ROOF CEMENT ID \\\ FINISH o CMU ROOF EDGE 2x(. SUB -BAND W/I'x4' NOTCH A OMITTED FOR END, WRAPPED IN PEEL d STICK CLARITY ® L VAT I oN METAL FASCIA WRAP I" OFF SUB BAND DETAIL 05) WALL WOOD WALL. SUB BAND 2' �.: OFF WOOD WALL ® FLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W1126 NAILS &'-a' O.G. MAX. 2x SUS -BAND WIV2'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 3„ `. �� x x x 3 x x x x xxxxx, x x x x x x �. x x x x x x x x. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,J / x x x x x x x x x x x x x x x x x x x x x x x x x x x x 1_11x x x x x x SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA V2"x4" NOTCH 9 END, WRAPPED IN PEEL e STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY Design Grou .2e. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 w m U m 0 a c F 0 svaDIV as LOT. SILVERADO LOT #14 BLK. #6 PROJECT* 04128.000-01461 MODRLe 4ENB "1751-NEUVILLE" GARAGE 9wD90: RIGHT PAGE: ALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. B DA 11/7/17 SCALE: 1 /4"=1'- 0" a� A 6