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HomeMy WebLinkAbout6552 Wagon Trail Stv • 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 1 PLAN REVIEW I __7 EIN-251,35), 3§2605—HAYDEN99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ASV. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES AW, ALT, ADmsrAIE ALTERNATE M.C. NTR. MEDICINE CABINET MANUFACTURER AMP. AMPERAGE MN. MINIMAL - RESIDENTIAL, GROUP R3 BD. BOARD LTD. MOUNTED :CONSTRUCTION • CONSTRUCTION TYPE - VB C CAB. CABD LINE caBNEr N.T w.T.s. NOTMETT NOT To scAI.R •MIN. INTERIOR FINISH - CLASS B CLG. CERANG o.c. ON CENTER • BASIC WIND SPEED - Vult=150 MPH a CLEAR PL PROPERTY LINE Vasd=116 MPH CONC. CPT. CONCRETE CAV17 P.B. PH. PUSH BUTTON PHONE • EXPOSURE - B C.T. CERAMIC THE PIT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL D4' D.C. DOUBLE. DUAL GLAZED PM P.T. PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RIM DIM. DIMENSION RAD. RADIUS DIV DISPOSAL R.A.G. BMW AM GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. BOUGH OPENING DTI. DETAIL S.D. SMOKE DETECTOR D.Y. MSHWASHRR S.H. SINGLE HUNG EA. nuE k EACH ELEVA71ON MIT. BRING. ABET SHEATHING SQ.FT, CALC.'S EQ. EXH. EQUAL EXHAUST SI M SDI. SHOWER SITAR W. EXTERIOR SL SLIDING SQ.FT. CALC.'S F.G./FX . FDDD) Guns SL GL SLIDING Guns P.C. FUEL GAS STD. STANDARD FIX1104 IS7 FL12 LIVING $0. FT. pn FAR SECTION M FLR LIvNNG 1501 $0. FT. Rap FLUORESCENT SC SOLID CORE YR. DM FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIvMG 2605 60. FT, M. FOOTING THK. THICK GARAGE 431 SQ. FT. GA. GAUGE T.O.C. TOP OF CURB PORCH III SQ. FT. GAR. GARAGE TO TOP OF PLATE GAM DISP. GARBAGE DISPOSAL T.O.S. TOP OF MA TOTAL 3153 SQ. FT. G.F.I. GROUND -FAULT CIRCULT TYP• TYPICAL PATIO BO SQ. FT, GL INTgRRUpgER GLASS U.N.O. UNLESS NOTED OTHERWISE GYP. BD, GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BID W. WASHER H.C. HOLLOW CORE W/ WITH NOR HEADER HD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. DITERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION REVIEW DATE Z , f -/ 7 CITY OF ZEPHYRHILLS PLAN EXAMINER C Y gol b ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEpM'RHILLS ORDINANCES INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG 1B-LINTEL SCHEDULE PG 1B.1-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 6-FRAMING PLAN ELEVATION "D" PG 7D-ROOF FRAMING PLAN ELEVATION 'D" PG 7.1-CONNECTOR SCHEDULE PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR 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 & NOTES PG 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 E C N I T E C T 3 5 Gro s019 . L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdesigngroup.com AA W: 000332E F y 0 0 F a a Ilk- IE EIVHDIV. as Ii01I! SILVERADO LOT #13 BLK #6 PROJ>OCTWM 0412 .000-01361 ]WDDIt 4EHB " 2605- HAYDEN" 0ARA02 BwINOX LEFT PAO& COVER PAGE 150 MPH EXP. B P I DM 11/7/17 BQAXJL- 1/4"=1'-O" BIm3maT C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH ED111ON t2014) 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 11. ATTICS W/ STORAGE 20 Ill. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301 A 15 (PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR STH 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-150 MPK VASD-1`16 MPH 11. EXPOSURE CATEGORY 8 111. WIND DIRECTIONAILITY 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 R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/011 FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. & THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C� DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQU4PPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED Wl A SELF-CLOS114G DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR STH 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 NOWMETALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R3OZ6: THE GARAGE SHALL 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 THAN'kINCH 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 UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALM AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATIONL 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 HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF T- O'BEYOND NEW FOOTING LINE. 10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNIO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCREM 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLAMOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R4OZ2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE Y.. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %*. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER UNO. Fb = 1, 100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGRACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAJLING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2"SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT NTH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FOCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 117 CDX PLYWOOD SHEATHING PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IVON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE ST CDX PLYWOOD. 518' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IV ON CENTER AT ALL UN13LOCKED 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 7/1VOSB EXPOSURE-i OR 1/2"CDX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24AND THE MINIMUM AREA SHALL BE 8 FT . Sa. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LLIMBER SYP #2. 8, CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 / ACI 530 1 ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE *N7 TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 1 b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C27D-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION 11609.12 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 IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT IV ON CENTER (MAX). REINFORCING STEEL 1 . ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 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 VX V- WIA X WIA AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 7 FROM 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 INTHE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM V 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 2Y 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 IV 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOML40DATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER I . 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 D. TRUSS PLATE INSTITUTE: INATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07) 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 A58A-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSIrrPI 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 U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NLMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH 'A- AMAFLEX 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). FD(TURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 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). EMRIOR WALL COVEMNIGS 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 SHALL BE TESTED AT 1,5 TIMES THE DESIGN PRESSURE cvlrcnif%15 clulauca 1. WHEN PLASTERING NTH 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 $HALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITEDTO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 'L'FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS 91( WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/M17 A 111 11 " I IT F I T 8 Design rouo .2. Groulf... L441 M KUNALIJ KtAUAN ISLVU. LONGWOOD, FL 32750 PH: 407-77"078 FAX- 407-774,4078 www.abdesigngroup.com L AA M. 0003325 ulwiv. a LoVil SILVERADO LOT #13 BLK #6 pmonwT# 04128.000-01361 MODRU 4EHB "2605-HAYDEN" GAIIIIAGE 8MM0. LEFT ]PAO]lb GENERAL -NOTES 150 MPH MT. B se r-p -I mm 11/7/17 MCAM 1/4"=1'-0" GN---..,f 2'VTR �I 21-1X Im'-O" 2'-1' - --A 2' VTR LAV LA �-UL�l--2. 1 _ .---- - 4' CO CONIC. SLAB 2 29'-6' 6'-2' 4' m' 1 3 TUB 3• �- i� I WASHER 1 3 2' VTFA 2 r B DI I DI W. 3 1/2• 3' 2" 1 4-I.1/2, KITCHEN TYP. 91NC W/ r--` --> AUTO VENT } WC. _12• }-,-Il1' `./ . ■ . . . . . In ■ LFI ---- — — ----- ---- -- — -- — — — — — _1 to I SLAB IDI/2' LA 2 LAv 2 4' CONIC., REINIF. W/ b'xb' DI I 2 2' VTR WL4XWIA WWM ON 6-MIL POLY- OHM 2 ETHYLENE VAPOR RETARDER 0'-®' ELEV. I` ■ I ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT A MENNT SHALL FIN, GONG. SLAB I 3 �'2• 21'_0" • 2'-9' 2'-9" 22'-10' 3'-II' 5'-6' TUB ' 1 3' CO B n 2 4' m 2• I DI TO I ■ MAIN 2B 1-71Y W PLUMBING RISER --- -- �1 NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. — — = ._ , rl L°J J \I `� I■ ■ I� I bB _r _— I(OII DI :n 4' CONIC. / LAv, SLAB 111/2' L -� l _ / ''�� 1 — — — — — — — — 4� - I 01 I J @ m SLAB ■ 2XI2 WC• 'O" i � O Q � ■ _ lip \ l�—� W.N. v -5 1/2' STUB UP r-- 70 2ND FLR OPF.T. I m RE m I I' PVC CHASE ■ BOLLARD FOR ELEC. TO ■ AS REQ. PER 30'X30'XI2' CONG. I ISLAND BLDG. CODE PAD W/3--5 BARS 24'X24'XI2' CONC. I E.W. ON CHAIRS I .n PAD W/3-'5 BARS N MIN. 3' COVERE.W. bB EON CHAIRS I S CH gE DI - MIN, 3' COVER - 0 �a I I � I n $a a I I ■ I ■ ~ I `� I XTEND 0'-O' ELEV. FIN. SLAB ^� ,p p DI a I a I BLAB I IR' --- CONIC. ------� w U t7 ■ I 1 1/2' I ■ I I _ 21'-a' _ @ 4'ONC, �¢SECU ■ ■ ■ ■ ■ ■ ■ v SLAB V J e 0 UN T Wes/ (2) 45xIPI/40 4 r i 4 I SNIT MTL SCREWS @ - II ' DI ■ �— — I L — — — — — DI J ■ ■ ■ ■ ■ ■ ■ A/C UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO 20'-4' 19'-4' CONIC, CONC. W/ (2)-3/1&'XV TAP -CONS -- SLAB A/C CONNECTION FOUNDATION PLAN 22 GONG. PAD ADW13W/3-'S BARS E.W. ON CHAIRS TO PAD DETAIL NOTES: MIN. 3' COVER - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN (3 TYP.) NOTE: MAIN COND, DRAIN 3/4' DIA. - FLOOR ELEVATIONS AT REQUIRED ECAESS DOOR SHALL OVER HEAD a 12' FROM STRUCTURE MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) A R C R I T E C T f 6 „DesWign PH: 407-7746078 FAX: 407-7w.74-0078 wwabdesigegroup.com AA M: 0003325 F y Z 0 0 F 4 III summxv. a�x oli SILVERADO LOT #13 BLK #6 F%0Jw" 04128.000-01361 M ODMA 4EHB "2605-HAYDEN" oARAlus 9WIN . LEFT PACiIR: FOUNDATION PLAN 150 MPH EXP. B DOWEL PLAN A R C N I T R C T $ 6 Design Grou .1. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 F y o� U O Chi O F O t a G att"GIV. Ja LOT. SILVERADO LOT #13 BLK #6 PROJMT# 04128.000- 01361 MODEM& 4EHB "2605-HAYDEN" GARAGE SVG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B 1 -DATEk 11/7/17 8CALE: 1 /4"=1'— O" R1mmu" IA w BEDROOM2 8'-8' CLG. II -0,B T_ II F Ro I 0. • L- 3 (2) 3052-SW LIVING ROOM 8'-8' CLG. PATIO -------- Q- 6068 SGD DINING ROOM 8'-8' CLG. GARAGE III FLEX FOYER III 8'-8' CLG. 8'-8' CLG. III III III III m (2) 3052-SH 3068 W/ 10' TRANS. L- 3 L-2 PORCH --------- ----------- L-8 L-9 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG: AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4^=-44FWjjT4 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I IT-4' SF20-1BAT L 2 4'-6' 8F8-16/IT AWV.' L 3 1'-6' 8Fi6-1B/IT L 4 l'-6' 8F24-6/IT L 5 4'-6' 8Fi6-9>BAT L 6 6'-6' 81=16-IB/IT L l 5'-I0' 8FI6-0B/IT Ls - - (NOT USED) 8F16-IB/IT A R C H I T E C T 81 Design PH: 407-774b07S FAX: 407-774-0078 ..a t7jg7ngro ... AA 41. 0003325 w U W 0 U y O F O V III oumrv. as LOT: SILVERADO LOT #13 BLK #6 PROJMW 04128.000-01361 1[ODEic 4EHB "2605—HAYDEN" GARAGE 111MU is LEFT PAGE: LINTEL SCHEDULE 150 MPH EXP. B Of ARCHRECT-. STATE OF FLORDA D TM 11/7/17 SCALE: 1/4"=1'— 0" t3mew SAFE LOAD T,45LE5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS 6' PRECAST 4 PRESTRESSED U-LINTELS 4� C�RAVITi' LENGTN_TYPE SU8 8F8-0B 8FI2-0B I6- 0-® 2d- 28- 32- BPS -IS SFI2-IB SFI6-IB 8F20-10 SF24-1B 8F28-I15 8F32-I8, 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 S004 10412 1193 6 3166 4413 6039 1526 S004 10412 US36 3'-6' (42') PRECAST 2302 3138 3311 468E 6001 1315 8630 9941 3166 4413 6039 1526 S004 10412 11936 4'-0' (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 W04 10412 11936 4'-6' C54') PRECAST 1651 1181 1913 2651 3403 414E 4896 5644 2110 4021 603E 1526 W04 10412 56,615 5'-4' C64°) PRECAST 1184 1223 1301 1809 2311 2826K28. 3846 1665 288E 5051 b096 5400 1450 5'-10'l10') PRECAST 512 1000 1059 1414 lees 2304 3131 1459 2db4 4i44 5458 4431 6122 PRECAST 93� 1255 2101 3263 2146 33584585 1255 2101 3396 5260 1134 e890 �'-6' l90")PRECAST 161 1029 111 131 1994 2439 3333 029 1615 2610 3839 552L 6613 5041 V-4' (112') PRECAST 513 632 104E 1469 We 1482 1154 2021 166 1212 1018 2544 3469 4030 3121 10'-6'(126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2001 2114 3130 2404 II'-4' (136') PRECAST 445 55e 935 1365 1554 2355 1193 2015 5se 935 1365 1854 2441 3155 4044 12'-O'(144") PRECAST 414 545 864 1254 1689 2014 1510 Isis 555 S64 1254 1653 2211 2832 3590 13'-4' (160') PRECAST 362 421 126 1028 1331 1635 1224 141S 485 148 1016 1436 1855 2343 2920 14'-O'(168'J PRECAST 338 3SI 648 919 I190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8' 1116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3156 3165 PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 Ie55 2310 28SO 3410 11'-4'(208')PRESTRESSE0 N.R. NR NR NR NR NR NR NR 310 530 950 1400 18W 2200 2600 IV-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 1 150 IOW 1400 1120 12030 21'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 510 010 1250 1660 1910 24'-Ot'288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1 1350 1610 MATERIALS I. f'c precast Ilntels = 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 CSO w/ minimum net area compressive strength - ISOO psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. S' PRECAST 4 PRESTRESSED U-LINTELS ~r4m 7r U I L I F T LATERAL LENGTH TYPE8-IU22153" 16-IT 20-IT 24-IT 28-IT 8F32-IT BUS SF8 S-2I6-2T 20-2 24-2 28-2 SF32-2T 2'-10'!34') PRECAST 2121 4101 5332 6569 1811 9055 2021 2021 2121 981 5190 6401 1630 S851 3'-6' (42') PRECAST 2165 260 4231 52M 6204 1192 1251 2165 4125 5091 6061 10364'-C' 1251 (48') PRECAST IB18832 3680 4532 5381 6245 938 936 1818 IS25 2150 3583 4422 5264 6110 4'-6' (54') PRECAST le60 1162 2501 3251 4010 4161 5525 121 �2-1 1660 1105 2435 3111 3V3 4658 5406 5'-4' C64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3253 3520 4545 5'-IO'C10') PRECAST 1212• 1351 IS30 2505 3094 3665 4241 418 416 1212 1315 1815 2441 3010 3583 4151 6'-6'(18') PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 881 1141 1162 1684 2192 2103 3216 3132 T-6' (TIV)PRECAST 959• 912 1415 1914 2354 2191 3240 5131 651 550 1025 1466 1901 3245 V-4' (112') PRECAST S01• e12 SW 1265 1852 2144 30 801 155 1192 1550 2211 2634454 10'-&'(12&') PRECAST 116• 458 193 102114% N352151 1131 396 493 116 611 1039 13892034 2358 ll'-4' C136') PRECAST666• 439 6% B99 1309 515363 556 666 535 S05 1295 18% 2198 12'-0' (144') PRECAST 601• 400 631 516 1001 1186 1312 34O 494 631 486 SO 1205 1514 1159 2086 13'- 4' Oro 0') PRECAST 500• 340 532 686 841 991 n53 302 338 513 405 602 1004 1361 1631 1891 14'-0'(168') PRECAST 458• 316 493 635 118 922 1065 286 360 545 316 629 922 1254 1561 06 PRESTRESSED 243 2S5 45S 591 124 851 SW N.R 351 243 352 582 S52 1156 14SI 1142 15'-4' (184') PRESTRESSED 22B 218 430 553 611 801 925 N.R 321 225 329 542 191 1012 1381 1616 IT-4' (208')PRESTRESSED lee 236 361 464 561 610 114 N.R. 255 188 216 445 649 814 1121 1389 IV-4' (232') PRESTRESSED 165 201 313 401 490 516 661 N.R. 204 165 23S 383 550 136 540 1160 21'-4' (256')PRESTRESSED 145 186 218 356 433 512 590 N.R 112 142 635 S01 SW22'-O'(264')PRESTRESSED 140 3 418 4 0 See 161 131 a33ro1 1 601 11I 941N.R 24'-OY288')PRESTRESSED 121 2 380 447 515124 N•R 135 S 53B 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 6' PRECAST W1 2' RECESS DOOR U-LINTELS 4 GRAVIT1' TYPE LENGTH SfWb-CeSWIC-08 S1RF14- IS- BM2-010 SM26- 01*30-08 erde-IB BRFI®-1B aRFla•IB BRFIB•ID 81�22-IB 8RF76-1D eF>'F90-16 4'-4' (52') PRECAST 148E 1551 1021 3053 3412 2982 4982 3954 6412 4we 1941 5904 5416 68W 10818 4'-(o' (54') PRECAST 1351 144E 21S2 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' C6S')PREGAST 832 1602 1550 2058 2566 3015 3585 185 1153 2162 4014 6412 6516 5814 6839 5'-10' (10') PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 -4811 6412 6516 5450 6411 l80')PRECA57 822 901 1611 2933 2516 3223 3012 4522 901 1611 2933 4100 6130 6111 6101 (W')PRECAST 161 1311 2252 1998 2451 2544 343E 665 164 1311 2329 3609 5492 6624 5132 9'-S' 1116°) PRECAST 311 420 834 253 1011 342 1614 886 535 526 1451 2119 2618 3595 2815 V PRECAST UJ/ 2' RECESS DOOR U-LINTELS *M UFL IFT ATERA TYPE LENGTH �e-IT 8RFI0-IT 816'14-IT 0"18-IT VW22-IT OW26-IT 8W.F30-IT -2T 8RF104T 81P14-2T IsWIS-2T 8#M2-2T elIP26.2 RF 830- 8� 4'-4' 152') PRECAST 1244 1513 2413 3260 4112 4%1 5825 932 1244 1515 2339 3110 4008 4850 56% 932 4'-(o' (54') PRECAST 1152 1501 2311 3121 3931 4156 5511 853 1192 14513 2240 3036 3831 1 4643 5453 853 5'-8" l68') PRECAST 924• 112 1195 2423 3055 3689E4106 501 924 1132 1141 2351 2918 3603 501 5'-10' (10') PRECAST 8S& 1138 1142 2352 2%5 3581465 469 896 1099 1690 22e6 2eV 3491fo'-8' !8O')PRECAST 118 862 1513 2042 2513 3101630 1100 118 956 1468 1981 250E 3035�'-6' C90')PRECAST 688 6s1 1325 1810 2280 21530 941 688 849 1302 1162 2225 2690533• 9'-8' CII6') PRECAST 433081123 1413 1104 614 533 521 1009 1369 1128 2088 2450 516 TYPE DESIGNATION F . FILLED WITH GROUT / U - UNFILLED QUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY< 8F1& -15/1T - NOMINAL WIDTH L QUANTITY OF 45 NOMINAL HEIGHT-]REBAR AT TOP 5AFE LOAD TABLE NOTES -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR I. 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. S. All Iintele meet or exceed L/360 vertical deflection, except lintels 11'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' 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 ACI 530 -05 REBAR AT TOP MIN. (I) REQ'D 1-1/2'CLEAR GROUT 15 REBAR AT BOTTOM OF LINTEL CAVITY 1-9/8'ACTUAL - BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 209 If bearing length is less than 6-1/2'. Safe loads for all recessed Ilntels 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 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two S rebare 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 E G N I T E C T! Design Grou l. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407.774-0078 www.abdeslgngrosp.eom AA #: 0003325 m W 0 O F 0 a c atMn:v 418 LiOTt SILVERADO LOT #13 BLK #6 BItOJE6CT* 04128.0 0-01361 >tcoamM- 4EHB "2605- HAYDEN" owtewesm OWING - LEFT pAOM:" SAFE LOAD TABLES 150 MPH EXP. B ARCiifTC-CT= 8TATE OIF FLOFEDA p 01 DATU 11/7/17 SCALD 1/4"=1'-0" SiEl:S'1' 1B.1 PATIO OVERHANG 0 OF ROOF ABOVE --------_ m 6m68 SGD EGRESS (2) 3052-844 I i v BEDROOM #2 LIVING G j RIoom Q 8'-B' GLG. II A 9I N �11 11• •_ w I z B'-B CLG V.c. LBW. Ir OAV. a I I PIE P 91 fI KITCHEL.B.W. 22-8 2'-8' 3ALLHB STORSLOPED CLG. IOPT.- b36REFt STAIR DATA`9 - - 1 16 RISERS s T54' = L - 3-SH 15 TREADS • Im'I'NOSINGAS REQ. 21-4" -m' PER BLDG. CODE o III ro v GARAGE = e IIl FLEX 8'-8' CLG. FOYER III a' a' GLG `0 - IIIIII N 30bB W/ III 10, TRANS. 011c � - m -10' I6:_m• '_Im" 1'-4' 21'-8' _ I6'-m'X1'-m'O.HD. 0 PORCH 1 — — — — — — — — — Ell i 5'-4° Im'-m° 20'-4° 8'-0' II'-4' _ FIRST FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-B SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR A88EME5LY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) .20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025.1 OF THE F5CR 5TW EDITION (2014) e v EXTERIOR MASONRY WALL MRG. HEIGHTS B'-B' BRG. LOALOA®WALL UN.O. ON PLANS SQ.FT. CAM'S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 15m1 SQ. FT. TOTAL LIVING 2605 SQ, FT. GARAGE 43T SO, FT. POR.H III SQ, FT. TOTAL 3153 SQ. FT. PATIO --Bo I' 4 DBL, TOP PLATE a ih BAR DETAIL A SCALE: I/2'•I'-m' 0 4 � i OOMPONE lr AND CLADDNQ WIND LOADS BASIC MD EIPOBUfE FOR 3 SECOND OM OpElm S0IIAIE BI E 5111PHWlDIYW ISAMU AID TWE FOOTAGE MIN. WINDOW Im 5 25/-33 CRITERIA EXTERIOR SWING IB 5 24/-31 DR MIN. CRITERIA Sf.D. MIN, 41 5 23/-25 CRITERIA I6010 O.HD. 112 5 21/-25 BASIC WIND SPEED MPH 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=ll, EXP.=B, MEAN ROOF HT. = 23'-0" _- PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE IBM 5th EDITION (2014) TO MEET TERM ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER CONRNOL DATE 0710015, A R C N I T E C T 5 Design Grou I.e. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH:407-774.6078 FAX 407-774.4078 www.abdealgngroup.can AA M. 0003325 F w y 0 y O 0 Q' 11i RIVBDIV. d6 LOT. SILVERADO LOT #13, BLK #6 vaoiww 04128.000-01361 1LODEIs 4EHB "2605-HAYDEN" GARAGZ OWING: LEFT PAGM FIRST FLOOR PLAN 150 MPH EXP. B ARCHITECT- STATE OF FLONDA VKABOUCK4CP DA 11/7/17 CALM 1/4"=1'-C Ox>�r 2 A It THE CLEAR SPACE BETWEEN 1 1/2° THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL a 36' AS PER FBCR R311.1.82 W/ 2X4 RE-INF ING NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTIC DIAMETER OF I#'t 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 116'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FORA CONCENTRATED LOAD OF 200 POUNDS APPLIED IN Al, DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOP SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.I / F.B.C. 2014 / D \HANDRAIL DETAIL SCALE: 3/4'=1'-O' 42' H. HALF WALL W/ CAP 3/4' T40 SUB FLOOR GLUED 4 8CREW6D PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. FLR, 8'-8' BI;r. HGT. `- PRE_EWJ FLR TRUSSES NOTE R18ER8 TO CONFORM TO FBCR 5TH EDITION (2014) MIN TREAD•10' MAX RISER-1 3/4' 3/16' STAIR DATA: MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. ley TREADS a VARIATION IN ANY RISER/TREAD HANDRAIL I0'. 1' NOSING CIRCULAR CRO68 SECTION DIA. TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN 6' WIDE NARROW END MIN "WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HGT. -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UDDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/t' GYPSUM BOARDS, FBCR 302,6. 0'-0' FIN. FLR 1 SECOND 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 (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER OR (2) LAYERS OF 3/4' SUB W/(3J'S 3' BCREU.S • EA AH U FLOOR MATERIAL RIPS FOR STRINGER UNTHREADED SHANK SOLID NAILING TO EXTEND BEYOND THICKNESS \\ OF SUB -FLOOR SHEATHING /4' KICK PLATE \ I•MAX. NOSING \ O' \ MIN. N STOR. 3.2x12 SYP STRINGER \ REINFORCED UU2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE \ PL-400 OR SIMILARE EA HORIZONTAL RN 2 X 4 RE-RNFORCING Q Z >_ S • EA. 2 X 12 STRINGER SECURE SECURE W/12d 6'-S' O.C. A STAIR DETAIL 2X4 ATTACHED W/ 10d- MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' OC. MAX 42' H. 1/2 WALL W/ CAP LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 F y U O U y 0 F 0 a U J 8vzmsv. a4 LOT: SILVERADO LOT #13 BLK #6 PROJBOT/ 04128.000-01361 �oam� 4EHB "2605-HAYDEN" GARAGE ew:NO. LEFT PAGM SECOND FLOOR PLAN 150 MPH EXP. B D M 11/7/17 8CALM 1/4"=1'-0" 8138ffiT 3 STD. GALCS - OFF -RIDGE VENTS ONL REAOFATTIC 1585 SO. FT. N ET FREE VENTILATION AREA REQUI RED = 1/30D REQUIRED VENTILATION AREA 1585/300 = 5.28 VENTILATION AREA X SQ. INCHES PER FT.(144) 760.8 SQ. IN. MIN. REQUIRED VENTILATION .5X 760.8 IN LIPPER PORTION OF ATTIC 380.4 SQ. IN. OFF RIOGEVENTILATION AREA 115 SCL. IN. PER VENT 380A /115 TOTAL NOF VENTS REQUIRED = 3.30733 TOTAL#OF VENTS PROVIDED - 4 'AREA OF ATTIC IS THE PERIMITER OFTHE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/8' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D'� FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'a4' GALV. 'L'-TYPE FLASHING SET N ROOFING CEMENT I FIBERGLASS SHINGLES OVER 2.6 LEDGER SECURED FELT PAPER ON 1/16' 09B. OV 1/4' . 4' LAG BOLT SIEATHING OR 1/2' CDX W/ 2' DIA. WASHER PLYDICOD SECURED PER 24' O.C. MAX NAILNG SCHEDULE LSl-76 12 6 2x6 RAFTERS - --� LUS26 W/ (4) TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ I/2518'- THREADED ROD 32' O.C. MAX SET N 91MPSON �i 2'-0 HIGH STRENGTH EXPDXY 6' MN EMBED. In -THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY nROOF @ S.G.D. ri SCALE: 1/2' • P-C' Ili IIII IIII IIII Ili IIII Illlllllr _ �� III IIII IIII � c��� I��I 111��■■ � �111 . 1�1 IIIII„1111 IIII IIII 0 �' = � 0 No FRONT ELEVATION TEXTURED FINISH OFF RIDGEOFF RIDGE 12 _ 14'-0' SHINGLE ROOF FYPON *'X48' DECORATIVE SHUTTER OR EQUIVALENT ND FLR _ BRG. HGT. FYF'ON n 4A BKTIIXIT OR EQUIVALENT was TYP. Tn },11 3/4' 2ND FIN. FLR T - Co RAISED wA BAND (TYPd TYP 0 4' RAISED BAND (TYP.) 8' RAISED BAND (TYP.) V 0'- 0' FM. FLR 18'-C 3/4' 2ND FLR ND FLR BRG. HGT. 0' 12 WAS ' 0 15C 0 A 2 C. `� Q 'A4 MIN. wA9 A IC'-C 3/4' 2ND FIN. wA — — — J wa �,IC'-C 3/4' 2ND FIN. FLR FLR s 8'-8' BRG. W.T. ,♦. ^ ! J.8'-8' BRG. W.T. — — _� 7B WA I � iU a 14 wA TyP a C'-C' FIN. FLR. —.IK— �— REAR ELEVATION TEXTURED FINISH A E C N I T E C T 6 Design Gro sO.a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 W h w r O O 4 c, aunDiv. ea X wn SILVERADO LOT #13 BLK #6 PROJnC" 04128.000-01361 aconSM,c 4EHB "2605—HAYDEN" GARAOm BWDM: LEFT pFRONT & REAR ELEV. I'D" 150 "MPH EXP. B Rob R A.- — NO 23 cRA p Tm n11/7/17 I ICALW. 1 /4"=1' - 0" EtImm" 4 D A R C R I T 8 C T R LEFT ELEVATION TEXTURED FINISH 1�b OFF RIDGE VENT FRAME DOWN FOR FYPON BKTIIXII OR EQUIVALENT W-0 3/4' 2ND FLR �y �18'-0 3/4' 210 FLR 5R3. W. HGT. uI u 4A WA3 12'-3' 12'-3" * TYP. a 12 WA 4 10'-0 3/4' 2ND FIN. FLR, 1 WA WA I �I0'-0 3/4' 2ND FIN. FLR. _ �� _ _ _ _ _ IZ Y 9'-8' BRG. WT._ p, BRs. W.T. _ _ _ _ _ _ _ _ _6 _ ��8'-8' 7B 7B 7B WA A WA 12_Of I1 WA 14 WA ITYP. 0'-0' FIN. FLR II '-0' FIN. FLR. RIGHT ELEVATION TEXTURED FINISH WDeslm PH: 407.77, 78 FAX: 407-774-007.1 www.abdeafgnl p.00m AA M: 000,' w y U O G h O O a III suawiv. at Lo ' SILVERADO LOT #13 BLK #6 pmoam w 04128.000- 01361 1LODmL: 4EHB "2605-HAYDEN" GARAGm DWING: LEFT pAGm: LEFT & RIGHT ELEV. "D" 150 MPH EXP, B ARCHRECT:. STATEE�OF / _ F FLORIDA AV 11 Dp TM 11/7/17 s9CALm: 1/4"=1' — 0" Milan" 5D .. _ DENOTE RAT "41 .. = 10'0/C MAX, DBrnE 7XsiRa;6K � K4X. BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING • 4'-0O.C. BETWEEN TOP CHORD 4 2X4 5YP'2 X-BRACING. REFER TO DETAIL 9/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS • 6' O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. M:== ulm-_�Immlmlml_t � ' n n I II H H H H H F-I X6 NN N I I II II II II � I I II II II I II I' I I I I I I III I Fn FTIKs i I I Russ TO 4 1 1 1 TI I I .I I I j I I T !L HT5-2F LJ tt 4TOSLABI _ C2) 2X12 HDR W'2) JACK 2 _ _ — — I � SUDS EA. SIDE — x = _ _ _ _ = ir u Q � w 0 LL -N 111 • III LL T- - Huc-410 II II I w --------- =4=x.Tr--ZTTm 1 II MII II FTGE3 r FRAMING PLAN CCA 01/22/16 (2) 2X6 LEDGER SECURED W/ 1/4'X6' LAG BOLT W/2' DIA. WASHER • 24' O.G. A It C N I T E C T SN Grou�� 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeaigngroup.com AA #: 0003326 F y w 8 w 0 w F 4 4 U J u 9TJHDIV aLOT. SILVERADO LOT #13 BLK #6 PROJMT* 04128.000-01361 MODEM, 4EHB "2605-HAYDEN" GARAGE DIVING: LEFT pAFRAMING PLAN ELEVATION "D„ 150 MPH EXP. B t . /-"✓ D TM 11/7/17 9CALR: 1/4"=1'-O" elve ' 6 A I1 C N I T E C T i — :: =DENOTE Rot Po1N s 10' O/C MAX. . � DEN01E tX6 Si�Y�ALYC � Ip' 0!L H4X BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 4-0 ' 4 2X�O.C. BETWEEN TOPCHORD SYP'2 X-BRACING, REFER TO DETAIL S/D5 FOR BRACING REQUIREMENT$ FASTEN 2X4 SYP -2 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS W O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED A SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. t> CA CJ3 CJ5 TRUSS TO 4X4 POST (2) MTS-12 POST TO BILK NTT-4 TRUSS TO 4X4 POST (2)MTS-12 POST TO BLK HTT-4 �p ROOF FRAMING PLAN CCA 04/08/15 M 'u CA CJ3 CJ5 TRUS$ TO 4X4 POST (2) MTS-12 POST TO BLK- HTT-4 -�— TRUSS TO 4X4 CJ5 POST (2) MTS-12 POST 70 BLK. NTT-4 CJ3 WDeslin PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M 0003325 ti y W 0 Q. 0 F 0 a 2 J 0 aysa:v as X O SILVERADO LOT #13 BLK #6 PROJWT# 04128.000-01361 woassa 4EHB "2605- HAYDEN" LEFT pAO'R0OF FRAMING PLAN ELEVATION "D" 150 MPH EXP. B ARCHRECT.- STATE OF FLOW N 1d pTM a11/7/17 9CALM 1/4"=1'-0" aim r 7D CONNECTOR SCHEDULE CONTROL DATE: 0I-05-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (8) 10d x 1 1/2' I -PLY, (6) I6d 2-PLY, (USP, (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-16 f"S (2) HTA 16-18 20" (10) 10d x 1 12' 1-PLY, (USP: (10) 10d x 1 129 2515 (14) I6d 2-PLY (USP: NO I6d OPTION) HETA-16 1810 HTA 16 1810 (W 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION HETA-20 1810 HTA 20 1810 (5) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: 00) 10d x 1 1/2', NO l6d OPTION >_ Of (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 12' I -PLY USP: (10) 10d x 1 1/2' 2500 (12) I6d 2-PLY (USP: NO I6d OPTION) Z O LGT-2 260 LUGT-2 15" (1) - 1/4' x 2 1/4' TITEN, 2 (USP, BLK (5) 1/4' WB, WOOD (16) 10d DETAL-20 2480 OWTA-20 2430 (IS) - 10d x 1 1/2, 1 PLY MGT 396E MUGT 4115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 1001 TO WOOD) HGT-2 mmm HUGT-2 S w (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 10030 HUGT-3 S660 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (ib) 10d TO WOOD (USP: WOOD (W 10d) LGT3-SD825 3285 LUGT-3 3525 (12) SIDS I/4'x3' TO GIRDER (4) 3/6' x 5' TITEN HO TO WALL (USP: CONC. (4) 3/$' X 5' UEDGE BOLT, WOOD (12) W$25) LTA2 1210 PARALLEL TO WALL I210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP, (10) 10d x 1 I/2' VGT 4540 NO USP CONVERSION FOR SIMPSON VGT lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), !16)-SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/S' A.T.R IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (32)-508 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 IM& (14) 10d x 1 1/2' (USP, (14) Od x 1 1/1', (14) 101d) HT$-16 ISO HTW 16 1260 (16) 10d x 1 1/2' __(USP, (16) IOd x 1 V2% (I6) 10d) 14TS-20 1450 14TW 70 S30 (24) 10d x 1 1/2' (USP, (24) 10d x. 1 1/2', (20) 10d) 14T$-24 W" HTW 24 1530 (24) Wd x 1 1/2' (USP, (24) 10d x 11/2', (20) 10d) LSTA-12 ++ S25 LSTA 12 Sw (10) I0d USP, (10) lod LSTA-IS .+ 1235 LSTA 18 1235 (14) 10d USP: (w) iod META-UB a MIS MSTA-10 1310 (14) 10d USP, (w) loci N MSTA-24 .+ U540 MSTA-24 1640 (18) 10d USP: (18) I0d MIOTA-30 +• 2050 MSTA-30 2065 (22) 10d USP, (22) Wd MSTA-36 +a 2050 MSTA-36 2065 (26)10d USP, (26)10d �— MST]-36 3800 KSTI 236 3850 (36) 10d x 1 1/2' USP; (36) 10d x 1 1/2' V) MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 1/2' USP: (48) 10ci x 1 1/2' Hb S50 LFTA 6 1210 (0) 8d TO PLATE$, (8) 8d TO STUDS (USP: (16) Sd x 1 12', (16) 8d) SP4 885 SPT 4 S45 (6) 10d x 1 12' TO STUDIO USP: (W 10d x 1 12' TO STUDS A34 3S5 MP 34 360 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x I M' TO BEAM, (4) Sd x I V2' TO POST. HCP2 645 WHOP 2 Boo (12) 10d x 1 1/2' USP: (10) lod x 1 12' TO TRUSS, (10) 101cl X 1 12' TO PLATE H10A 1140 RT I6A 13W (18) 10d x 1 12' USP: (5) 10d x 1 12' TO TRUSS, (8) l0d X 1 12' TO PLATE VGT A HDU4 4S40 PHD 4A 5215 OW-606 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP, 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT 4 HD15 4540 TDX 10 10140 (*)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2PLY U$P: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS A15U 44Z 2200 6665 PAU 44 2535 6115 (U 5/8' A.TR IN HIGH STRENGTH EPDXY, !MIN, 1' EMBED7 IN CONC, (12) 16d TO WOOD USP: SAME AS SIMPSON AISU 66Z 2300 12000 PAU 66 23W 16005 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12A&6 TO WOOD USP: SAME AS SIMPSCN N LTTIS .. +.++ 1340 LTS 15 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8X0d TO WOOD USP, SAME AS SIMI-SON 0 LTT208 1500 LTS 20B 1105 (1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10)10d, (10) 10d x 1 12', 2-12' = (-) Z HTT4 44S5 HTT45 4160 W 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (IS) SD10 X 1 12' (U$P: (20) I6d X 2-12V USP HAS MORE NAIL OPTION& (20) 10d, (20) 10d x 1-V2', (20) I6d x 2 12' Q HTT5 Sow H7745 5005 (I1 5/8' A.TR IN HkaH 97RENGTH EPDXY IMM. 1' EMBED) IN CONC., [26) I6d X 2 12' (USP: l20) I6d X 2-12') USP HAS MORE NAIL OPTION& (28) 10d, (28) 10d x 1-12', (20) I66 x 2 V2' HHDQII-SDS 25. 11,810 UPHD 11 14355 (U 1' A.TR IN HIGH STRENGTH EPDXY, (MIN. IV' EMBED.) IN CONC, (24) SD$ );' x 7$' WOOD SCREWS (USP: (24) US3 WOOD SCREWS) H018 &645 TDX 10 10140 (1) 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS) V) MBI4A 356/1125 3415 5330 NFM35XI2U 2580 1130 SIMPSON, (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMW. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CPU FACE, 0SA0d TO BEAM USP: lU V2' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ, W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. Lv 0 HUIOC412 !WOOD) 3635 2660 (FLR) I-IU84121F 3060 2110 (MLR) (10) lbd TO HEADER, (10) I6d TO WOOD USP: GAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) 1800 4520 HD410 IF 1305 Sow (18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP= (I8) 1/4• x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) BAW TAPPER., (10) 10d TO WOOD HUC210-2 (CMU) 1800 5085 W0210-21F 1305 sow (18) 1/4'. 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (W I/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD 1-1110210-3 (CMU) 1800 5085 W0210-BF 1306 5000 08) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CHU, (10) 10d TO WOOD: (USP: (I8) 1/4' x V WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD LGUM26-2-SD5 1430 5585 W24 M26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CI-U, (4) 1/4' X 2 12' SDS SCREWS TO WOOD, USP (4) / 4' WEDGE BOLT.j HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID wJ GROUT. + U0d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 2316 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LEI O A.TR... 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 f2PSPON&BLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A$TM-A153 USE OF EXPANSION ANCHOR$ WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-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. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DEL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-O' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO 6'-4' DBL 2 x 10 b'-4' TO B'-0' DBL 2 x 12 W-O' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO B'-0' U.N.O. 4'-II 1/2' 1'-II 1!T' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 ('2 SYP) 1/16' OSB NAIL (3) 12d • 6'-8' O.C. TYP. 2x12 BM., HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR TRUSS 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 MTS-12 B. TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 5IZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U,N,O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302,12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. ARC N I T E C T R-1 5 Design Grou .. . 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.wm AA B: 0003325 A F y chi 0 V A F O C ca $UDDIV. at LOT SILVERADO LOT #13 BLK #6 PROJZCCT# 04128.000-01361 1RODZRIs 4EHB "2605-HAYDEN" CARA Z $MINUS: LEFT PAC & CONNECTOR SCHEDULE 150 MPH EXP. B PRERT DATO 11/7/17 NCAT.s 1/4"=1'-0" allro 'P N. 7 .1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e *111VF11 a$V OUTLET zo Arm 6N6LE POLE 110V OUTLET IIOV OUTLET N OF OUTLET WAED TO suTCN UOV OUTLET amww UTAH@�DFAYRENOT)IBelerwr rrPE)220V OUTLET W ONE CCANECTION DIin.ET NTERIEFIER IN&WTCH 1�4 Lim � v �01\ VP �O\ �- 6UpTCN 3-WAY OPER SWITCH 4-WAY OPER Md WALL NMD LIONT �ILRIG LIbNT LIONI PIEDo IIIEcaaeED caJ WALL SCONCE FRe-uRrn VENT. FAN I CIFI PER sa FT. PENT. P.ON Ub1.IONT I CRI FTIR eQ Ft. 2-aULD WRAP AROUND ]_ _ � 2' RUOIEE6CEM � _ _ _ � rlcuoREeceNr 4' TRACK LIONT 0 PANEL Milian METER • 5D. eMc«E DEreeroR . Barr MWM ALL M01MRD mu FIMX-It eD. N10Im DETECTOR W-6almm NATT 6adc-Ir IW DE*E.*OR CMDO -col v� SHALL A DISTANCE OF NOT LESS TEN A' PENDAM Lq eTT aae OUTT ► rELEPHaE JACK WN uaTER NlaTER DISCGNECT TO [fE ELEVAT® I TV. ICI TELEVI6ION JACK CE M box REQU OTO J DE SUPPORTEDACCORDANCE N SOX J-1SOx MANQED AS 6UG1 FOR CELLNo FAN/LWNrt TO C! BUPT•OR1RD N A('COI®ANfE YV spx HOOD LOW a OP1.6EGSV2Y lo>rPAD PH ruw-EUTTON FOR CNSIS •:-• W6a PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR StI4 EDITION (2014I. 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5019 FF3CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF �R 9TN ED 12mt4). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCIR 5TH ED l2014). I�:j[ala::w37il7Clf-Zta�]YlC :6�.FJI1 PATIO --T--- I I � I PRE-WIRED GLG FAN LIVII�IG DROOM ROOM \\\ PRE -WIRED BEDROOM 2 GLG°N \ \\ SWITCH IN CABINET I AT WN BOLLARD COND.\ O AS REQ. PER BLDG. CODE aa 3� FIELD W VERIFY LOC. d IRRIGATION OUTLET b 48' AFF. GFI I TO 2ND FL FOR DW / 5/ O SWITCH \\ 4 LB \ o N \ I � I KITCHEN Tb ET_/1 GFI,/ _- PAN• GA AG 0 / GARAGE 1 / rOPT � DOOR 1 S/CO / GFI REF - I r i PRE -WIRED CLG FAN \\1� KEYLESS I I I FIXTUREFLEX Ll GFI FOYER \ III �lU GARAGE 1 III DOOR PREWIRE GARAGE `-------- ---------------- L IGHT W 1yCHIMESR II PORCH .--- ------- j FIRST FLOOR ELECTRICAL PLAN 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION C2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/TW1N UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-12" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I UNIT - NEL CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE b2) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA 2E06 S0 FT ORNZ2 LMHTDIG Y a VA PM Op R rela 2 20 Al APPUARCR CIXCUTT AT — VA RA 0000 1 LAUNDRY CIRCUIT low 1 RANGE AT NANR PLATE RAMO OR C00%'MP/OVEN 12000 1 wAMR HEATER 4500 1 DIRN%AR ]200 1 CLOTFIGT DRVRR sow 1 Da1PORAL e0O 1 WCRORAVR loss 1 RRFRIORRATOR 1200 RU OTAL OF ORNERAL WAD O8215 FUM 10 INA OP DEMERAL WAD AT 100% lows, RENAR2DRR OF GENERAL WAD AT 40% 2e215 VA 1.4 m" TOTAL NET GENERAL WAD 212as &6 TON NEAT PUMP (w/ SIVI EKERORNCY REAT STRIP) 21 .VIP : 290 VM &S TON c emo BYETRII 40 AMP 1 240 VM • 9600 N6T OmiRIUL WAn 212ea NRT TOTAL HVAC 2eoo TOTAL WAD aossa CALCULATED LOAD FOR SERVICE 30666 VA/240 V- —j22 AI@ 150 AMP SERVICE •WORST CASE 2CRNARW - HIOWAT NVAc WAD UWD FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14z83 VA 3000 VA ® 100%, REMAINDER ® 359. NET LOAD: 6,949 VA RANGE: 12000 ® 10% 0,400 VA DRYER: 5000 ® 10% 3500yA TOTAL 15,845 VA NEUTRAL AMPACITY: 16,489 / 240 • 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3A2/0 CU, THLLN . 1% CU IN 2' CONDUIT OR 3 A4/0 AL, THWN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT o OVERHANG.) COMBINATION SERVICE SO AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/1P MCB TELEPHONE SERVICE GABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 57H EDITION (2014). 5/8" CIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T! Group 1441 Ni RONALD REAGAN BLVD. LONG WOOD, FL 32750 FYI: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA X: 0003326 �y 0 a O F A C: 4 4 OxmDrv. !a LOT. SILVERADO LOT #13 BLK #6 PIROam" 04128.000-01361 Koa� 4EHB "2605-HAYDEN" GAVIAG» EIII LEFT p FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHRECTJ STATE OF FLORIDA yl DATEk 11/7/17 NI 1/4"=1'-O" BIT 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GFI GFI W4 DBV OUTLET 20 AMP 6.16E POLE I10V CUTLET IIOV OUTLET N O OUTLET WImD TO BWiCN nov OUTLET ECU W� FN� NTEISREe ITATTPER RESBTANT TITS) 220V OUTLET (A? UME CONffCTWN OUTLETTE WERRIPTEF AL RT 8WITC 4 BWITCN 3-WAY OPER EUTCH 4-WAY OPER WALL FIOUNTEO LK CEILM LIGHT RECEeew — WALL SCONCE PR!-WRSD VENT. FAN 1 CR1 PER SD. FT. VENT. FAN W41WT 1 GPM PER eQ A. V FIXTFE (SPEO'S TES) BY ��� 2•BULB Y.RAP AFOgED _ 2' PLUOIIESCER A, PLUORESOENT T LYAIT CCU PANEL FETER ' I ®9)CO I DETFCCiae $WALL DC� i sMlm � U nLEVIeaN JAcic CQ IN B 2t 10 DE BUPPORIlD N JO J-mOX MARKED C GOx M ?' AS SUCH FOR 6eyTld wC BDN REOU116C TORE SU4"W"C9 DN CEILNS FANA.p,NT ACCORDANCE W Bpk MAIM®M SUCH POR ePECTIaI ROOD LIGHT a OPT. SECURITY KEYPAD PA FWN-EIMON FOR awM VOB PORT LOCATION OF TV JACKS a PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHU48HER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 5TH EDITION f20LV) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). SECOND FLOOR ELECTRICAL PLAN Pr A R C N I T E C T S Dmign 6 nrrrrrrrniI LONG WOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 h chi 0 13 C C V J u aUDDiv as Loz SILVERADO LOT #13 BLK #6 Pa0im" 04128.000-01361 MODRU 4EHB "2605-HAYDEN" GAllA E OWING: LEFT PAOIL SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARC it ECTT STATE OF FLORIDA 1 DATM 11/7/17 BCALX- 1 /4•'=1' — 0" ISUMM 9 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER Ml REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL 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 I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN IC FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEILE:R VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, ISHALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFCR'IS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED. IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. J. 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 MPG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER. BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL WVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY )• REFRIGERANT LINES AIR HANDLER 1 EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY„ PVC SLEEVE TO LINES BELOW SLAB * REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5714 EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR � OR WALL BRA55 PLUG - - _ FITTING OR EXTENSION TO I I SOIL OR WASTE AS - REQUIRED I I WADE 8240-K JOSAM 56,000 INSIDE SERIES NICKEL BRASS TOP CAULK J I P.V.0 OPTI/SPEC y --4-------—� 4INV. SEE SITE PLAN FLOOR SLAB CLEAN —OUT (TYPN) I COND PATIO VZIN II GG I I I F' S/ ING ROOM OM ABOVE BEDROOM �2 i 12X8 -- — I I II I I 14�X(o 12XI2 I HI3 PASS BATH & THRu I ® C X�---- ------------------ I I it I I I I I O 0 IS 92 I j I LL KITCHEN I r o PAN. i 12XS FROM A50V(E� t � �\9X9 IlrilFLEX F,0®YER Ilf I GARAGE �I ORC 01 FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG SEE SPIl f-' - - - - - - - - - - ro FIN. GRAD OR PAVING FITTING OR I I EXTENSION TO SOIL — OR WASTE AS REQUIRED I I - ------ -y 2,SITE PE � SITE PLAN 2 EXT. GROUND CLEAN —OUT (T NTS SECURE STRAP TO CONIC, CONDENSER W/ (2)-3/IFi'X2' TAPCON5 UNIT SIMPSON WE, ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8Xi 1/4' 5HT. MTL. 5CREW5 CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN GOND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA55-THRU AIR GRILL A R C H I T E C T• 6 GIFZDesign ln<. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W y 0 O 0 Y svaa:v a LOT: SILVERADO LOT #13 BLK #6 PROJMT* 04128.000-01361 bill 4EHB "2605-HAYDEN" GARAGM 11111l LEFT P FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B A R C N I T E C T 2 6 Design 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdeslgngroup.com AA7h.0003326 J y V W O G y 0 0 0. G aulwTv. as LOT14 SILVERADO LOT #13 BLK #6 PROJMT# 04128.000-01361 moDul, 4EHB "2605- HAYDEN" GARAGM 81MR1: LEFT ' A?tCOND FLOOR ECHANICA PLAN 150 MPH'EXP. 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FRAME WALL TO �1 NOT USED �c1 BLOCK WALL CONNECTION 16 GAS LINE THRU BLOCK (U! REDAR VERTKALLT Yv C/ - 1J ecALe, ,/!••P-tl Pam^„ Eee CODA I'QAU'l1E FOR - a AIM NNLATKNR•vALIiE b' LIT! Y✓v'10D eAEP D_ CLeaYUt REdIIRED POIe NEPlCTION CLCANWT FOR nDPECTION L Y1CTNYLmCMACTW YIIFI L •� I •''.. 1 RCTAImIR W YELL- AI'►ACIeD 4eAM RLL TDOUTE TReA1TBlt 41LLL ee R ROPI-CAFE m'-tl PN.0.R m'-tl FM RR. _ - rU! Rl EET M EI'P NYiI, 6TRlNp1N eP•D%Y e• Imam.neL i � , I c n,! REBAR r I-ETORT !E, s IleAR . ]-b1oRY 0 iR rtRTIGAL IIIeAR i M IYRpONIa. RleAR Ib• m' ImdC T[ VIRTIGN. R[d1R O Im1ETC ReeAR W/w' NOOK A T •� t\V� ru s veRT, voueL LAPPED Yv BOND E♦!A11 i b' PVG GIIAEe iNIEI FOOTM9 { OUTEY]! ReeARTO E! �� CGIReaIOw (D! REBAR AT eoRaRb o - Eb iE' LAP MM _ n M U • {' GGTY. REM. W rkr' Y].t)e1e.10 � �a ° YEM ON r4ML DOLT El1aTL@E ;� IIETARDM OIJ I L i I I•bT01lT VAPdt � YlLL•COFr.DTED GIlAII FYA � 3 r" ! 11m0R D" GI+AYw HORIZONTAL/VERTICAL TERT_ TReATnoTr MALL ee 4 3-eTaRi HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH REINFORCING �i BEARING CHANGE 1-STORY FOOTING �a A OMITTED DOWELS B REBAR LAP AT FOOTING R•.I• CAT LINTEL CORNERS G • -m D W BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 rAICN IT ECTI� Design GA 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA A: 0003325 A F m y LEI w 0 �4 y w C F 4 D. tY sumrv. ae LOT: SILVERADO LOT #13 BLK #6 PROJRCT* 04128.000-01361 MODRIc 4EHB "2605—HAYDEN" GARAGE 8WD10 LEFT PAOM MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B STATE OF RORDA �1 D TM 11/7/17 8CAIM 1/4"=1'-0" sR>RMT PRE-ENGINEERED TRUSS MTS-12 BOTTOM PL 7/16' OSB. (2)12.1 NAILS AT 2X4 EA STUD. j BTM, PLATE 2X4 DBL. TOP PLATE 2X4 STUD G' O.C. l/16' DOZ. I.. AB. LOCATE LOCATE 6'-B' FROM ENDS AND 32' OG. MAX. TEXTURED FINISH MTS-- META-16 32' O.C. MAX. S' CMJ WALL (2) 12d NAIL$ WTHN 4' OF EA END A (2) 12d NAILS • 12- O.C. PRE-ENGINEERED TRUSS MAX IN FIELD, KNEE WALL DETAIL STICK BUILT WALL DETAIL 1 N.T9. .SCALE: 2 TO BLOCK 1/2'•I'-0' � EA STUD TOP 2 SECURE 2x6 MIN. TO BLK W/ (2))5' CGMJECT TRUSSES TRUSS VERANCHOR BOTTOM BOTTOM BOLT W/ 2' WASHER SET FRAMING PLAN PRE-ENG TRUSSES W/Tie" IN SIMPSON HIGH STRENGTH DOODLE TOP PLATE HEADER CONNECTOR UP TO -IAA '4 SECURE 2. TO BLOCK EPDXY 4' EMBED. 2X4 SECURED TOUPLIFT END W/ (2) 1' TAPCONS OR GABLE W)l2)12d�EA. UPRIGWT 2X4 SECURED t0 CRIPPLE STUDS • 16. O.C. MAX SIMPSON LSTA-12 • EA JACK DOUBLE TOP PLATE SIMPSON MSTA-24 • EA JACK DRIVE PIN (MIN SHANK SIZE 345) (MIN EMBED. I I-) yp HEADER SIZE PER nut4er ❑• C• O• GABLE ENG WR2)¢d $PAN CHART, STUD, BOTH SIDES OF 2xb STUDS • 16' O.C. MAX W/ WITH- S' OF EACH 6'-8' O.C. OPENI•Yx SHEATHING. SHEATHING TO BE END AND 18' OL. MAX -�' •'. a IL 2x STUDS 16' O.C. MAX W/ aPF+iuv as• WITHIN J' OF WINDOW DOOR SPACING, SECURE 2x4 ON SHEATHING. SHEATHING TO BE OPENING AND SECURE PER FLAT TO BLK DOOR/ WITNM ;• a WINDOW/ DOOR FASTENER SCHEDULE �' OBB. SHEATHING OR W/ CUT NAILS. WNDOW OPENING AND SECURE PER (2) STUDS, (2) JACKS • EA i' CDX PLYWOOD ol OPENING FASTENER SCHEDULE BIDE OF OPENING KING STUDS (SEE HEADER JACK STUD ASSEMBLY TO BE ur rm e'-m• SPAN CHART FOR DETAILS AND SPECIFICATION) SECURED ONE PLY • A TIME. m 2x4 BLOCK" _ 91DE8: G L -30 GABLE AABLLE BLOCKING JACKS (SEE SPAN USE 12d NAILS, TWO WITHIN 6' RE T� 12' O.C.EACH ESTAGGEREND 4 NO D CMU WALL 1X6 GARAGE DOOR BUCK W/ (3) PLISS 2x4 BLOCKING CHARS FOR DECADER AND SPECIFICATION) WINDOW SILL W/CRIPPLE9 15'XS• J-BOLTS 4' EMBEDMENT M-. W/ 2'X27(16 WASHER AND NUT - EA RAFTER L-3® EA JACK STUD ASSEMBLY TO BE 16, I6' O.C. SPACED EVENLY FROM FLOOR TO RAFTER SECURED ONE PLY s A TIME.DIA ANCHOR GARAGE DOOR HDR IN JOINT$ H2.5 EA USE 12d NAILS, TWO WITH- 6• ET *'Or-. MAX WANT 7' - PRIOR TO FILLING,j I-2X6 PT BLOCK • CENTER OF RAFTER FRGI•I EACH END 1 NO MORE THAN YJ' O.C. 9tAGGERED EMBEDMENT AND 2' DIA WASHER nEc4er sxL DOOR HEADER W/(U )j'XB' J-BOLTS x4 RAFTER • 24' O.C. SP4 OR HS • TOP AND SIMPSON M87AM-24 • EA 4' EMBEDMENT W/ 2'X2'XK' WASHER 2.4 BOTTOM PLATES s EA. FULL JACK, SECURED W/ AND NUT FRAMIW. LENGTH STUD, BOTH SIDES SPECIFIED ANCHORS (TYP) OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. 2X6 P.T. BOTTOM PLATE _ NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO -- MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE 8HEATHING MUST NOT I SUCH-STFdKTIONS ARE MORE STRINGENT BREAK I'-4' MIN FROM 2ND GARAGE DOOR TYP. EXTERIOR WINDOW / DOOR FLR LIE. --' / 71BUCK ATTACHMENT FRAMED OVERHANG `* NaTe. /R10PENING WD FRAMED (W/FLOOR TRUSS 6 WINDOW ® 2—STORYO PENING WALL � ARCH WINDOW SCALE:1a'.r-o' FRAME (—A-)SECTION � scALE:Im.r-o• ecALE:In•.r-sa• s.®• - ENSCHEPUL-FAST NOTE: TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM •e Riu� sNawc w+i uai�s . a• oc. FOR SWEAR A UPLIFT (O.SB. TO BE STRUCTURAL USE 1/16' 088. OR I CDX PLY WITH 18 RING SHANK GUN NAILS AT 4' OC, AT SUPPORTED PANEL EDGES AND -S RING SHANK GIN NAILS AT 6' O.C. AT oonon emus GRADE) CONNECTORS FROM STUD 70 PLATE ARE NOT REQUIRED EXCEPT OPENINGS P RE-ENG, TRUSS T I' INTERMEDIATE SUPPORTS, SEE DETAIL. DBL. 2X TOP PLATE ROOF SHEATH-G TO GABLE END FRAME GU USE '6 N NAILS s 4' O.C. . . . . . . . . . . . - EXTERIOR BWEATHING • 2X BLOCKING TOP or WITH ffi RING SHANK GUN NAILS AT 6' O.C. At AND PA 7/I6' 09B- OR Vl' RING PANEL RING SHANK GUN NAILS 4' O.C. TOP l BOTTOM / 7/16' 09B. AND PANEL MID •S RING SHANK GIN NAILS AT 6' O.C. A7 G 2X STUDS 16' O.C. MAX. 911�7 ITERMEDIATE SUPPORTS. SEE DETAIL. Q 1' 'S RING 9HMBC GUN NAILS • 6' O.L. - FIELD 2X BTM PLATE r NOTE: RING SHANK CAN NAILS SHALL BE PERMITTED AS AN 4 3/4' FLOOR DECKING ACCEPTABLE FASTENER FROM ANY MANUFACTUREIR / ' NAIL REQUIREMENTS " P>�-FLo�O ErREi D a. 81 HEAD LENGTH DIA. ILE 9 ed ROUNDj'IODFIE 2 3/e' NIB 170m00 OR I TOP CORD BLOCKING AT 4' O.C. MAX IN FIRST 2 FRAMING SPACES AT EACH y W E Y P TYP. EXT. SHEATHIATTACHMENT FOR ROOF SHEATHING ATTACHMENT 2X4 70P 1 BOi' OM CO Mal NCONi. �o NOTE, NAILS TO BE N'FG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION RAFTER OR TRU : Np SHEATHING (0,8B. TO BE STRUCTURAL GRADE) WETA-16 BLK WALL I. OJ13 INCH NOMINAL SHANK DIAMETER ROOF SWEATNItYs x Oj CONTINUOUS SHEATHING TO BEG- AT TOP OF BLK 2. RRYz DIAMETER OF mIDR OVER SHANK DIAMETER F W/ 114' GAP FROM BLK TO DOG. 2X4X4' SECURE TO TRIlSB W/ 3-12d 3. K. TO 2m RMG9 PER INCH m O HORIZONTAL 2X OPP. STRUCTURAL BLOCKING AT 6'-8' O.C. MAX TYP. 4. 0280 INCH FILL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH _ CIS 2- DECK SCREWS 6'-8' PERIMETER OF OBB, TO PROVIDE CONT. NAIL PATTERN 2X4 SECURE TO 2X4 BLK W/2-12d O "- MAXIN FIELD, UNTHREADED 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP SECURE TO BLK W/ META-16 3 y 34 'SHANK TO EXTEND BEYOND PLATE TO HORIZONTAL BLOCKMYr- j o THICKNESS OF SUB -FLOOR OO SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Ib' FROM SWEET BELOW ROOF SNEATNING LAYOUT H� SHEATHING §� ® -STALL ALL SHEETS WiPACE GRAIN PARALLEL AND ENDLUALL BRACING BUILDING LENGTH TYP. EXT, SHEATHING ATTACHMENT P TO STUDS 2'-0" EXTENSION ® OPT SERVICE DR. ro1NOT USED V FOR GABLE END FRAMING FOR STRUCTURAL WALL SHEATHING (OBB TO GRADE) BE - TTP. 3/4' T1G 81ffi-FLOOR DECKING GLUED TO EXT. WALL SHEATHING 7 SCALE : I/2'.t'_0• A bCALE: I/1'•1'-0' ALL EXPOSED MENDERS A N C N I T B C T S 1 6 Design Grou .Re. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 y V 6 y q� O F C ti V SVHDI{I d6 LOT• SILVERADO LOT #13 BLK #6 PROJmC 4128.60 -01361 HODM, 4EHB "2605-HAYDEN" GARAGE sVD?G: LEFT PAQW: MISC. DETAILS 150 MPH EXP. B DATA 11/7/17 8CArM 1/4"=1'—O" s� D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R'305.2.1 ON a' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS ',T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2x& SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W1 TRUSS PLAN Nz,' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTIt w 7 �EE ENERGY CODE FORMS OR INSULATION R-VALUES 'GYPSUM BOARI-D OR J, Hic. TRENGTP CLG. BOARD :ONC. FILLED LINTEL 15LK W/ 1) 05 REISAR CONTINUOUS lRECA6T LINTEL EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTAC14MENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (I) S REBAR VERTICALLY W1 CONIC. POURED CELL Ix2 P.T. FURRING STRIPS 0 I(v A O.C. a, Cmu 1/2, GYP. WL. 5D. WOOD BASE 1-STORY BLOCK WALL SCALE: 3/4'-I'-V 111r., O.S.B. OR J, c_DX TYVEK BUILDING WRAP FORTIP15ER 5Lr->G FIAF GALv'D MTL. LATH 1/8' TEXTURED FIN15W a WOOD )/o'TO %'MID WALL WEEP SCREED -a, Cmu -5/8' TEXTURED FIN15W 6 MASONRY WEEP SCREED DETAIL (6) WOOD TO 2)91'U ��4LE:t)'IU/2'1='14 -ION' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES BLOCKING BETWEEN PER FBCR R1305.21 ON j- TRUSSES W14ERE 'X' 5RACINC OVER 030 FELT PAPER G -----2x4 TRUSSES WHERE 'X'BRACING O.SB. SHEATHING OR 2" CDX 15 PRESENT RSO�21 ON I,* ObB. 16 PRESENT PLYWOOD SECURED PER ----_PRE-ENG GABLE TRUSS SHEATHING OR J' CDX 2r—PRE-ENG GABLE TRUSS FASTENER SCHEDULE PLYWOOD SECURED PER P,T. Ix2 W1 MTL. DRIP EDGE NAILER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 OR 2xro SUB-BAND-J z ��2:X4 CONT. 2x4 RAT RUN SECUREr_:> P.T. IX2 W1 MTL. DRIP EDGE 12d's o EAC14 TRUSS PER ELEVATIONS �,�TO W/ (2)12d's 0 EACH TRUSS 2x4 OR 2x& SU5-BAND TO BE INSTALLED o MID. POINT OF VENTED ALUM. SOFFIT T rl'. BE INSTALLED a MID. PER ELEVATIONS TYR TRUSS SPAN, OR 10'-0' OJC, MAX, POINT OF: TRUSS SPAN, OR VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS STIFfBACK (SEE SEALED 10'-0' O.C. MAX. FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE 4 SEE ENERGY CODE FORMS STIFFBACK (SEE 5EALED I- GYPSUM BOARD OR CONDITION.) FOR INSULATION R-vALUE5 TRUSS ENG. FOR SIZE 4 HIGH STRENGTH CLG. O.S.B. SHEATHING OR J' GYPSUM BOARD OR 11 CONDITION.) BOARD CDX PLYWOOD. ATTACHED HIGH STRENGTH CLG. 2 OSB. SHEATHING OR 2x4 NAILER PER FASTENER SCHEDULE BOARD C:DX PLYWOOD. ATTACHED 2x4 a 24' O.C. o INTERIOR ON SHEET D5 PER FASTENER SCHEDULE KNEE WALL -1/8' THICK, 3 COAT cONC. FILLED LINTEL BLK W/ ON SHEET D5 PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS -1/8' THICK, 3 COAT CONIC. FILLED LINTEL 5LK W1 OVER EXPANDED GALV'D SEE ENERGY CODE FORMS PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS METAL LATH ON FORTIFIBER FOR INSULATION R-vALUES OVER EXPANDED GALV'C) JUM50TEX GRADE 'D' PAPER PRECAST LINTEL METAL LATH ON FORTIF15ER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS JUM50TEX GRADE 'D' WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES PAPER OVER TYVEK PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR WEEP SCREED PRECAST SILL com PLETE INFORMATION) PRECAST SILL (SEE DETAIL 2) (1) 05 REIBAR VERTICALLY WEEP SCREED (1) S REBAR VERTICALLY SECURE GABLE TO 2xro P.T. W/ CONC. POURED CELL (SEE DETAIL 2) W/ CONC, POURED CELL PLATE W/ 12d's 8'O.C. MAX P.T. FURRING STRIPS SECURE GABLE TO 2x& P.T. Ix2 P.T. FURRING STRIPS a lro, OC. PLATE W/ 126's 5' O.C. MAX 0 Irol OC. SECURE 2xro PT. PLATE TO a, CMU SECURE 2x(o PT. PLATE TO a, Cmu BLK W/ J'x'B* ANCHOR BOLT W/ IBLK W1 j'x'3' ANCHOR BOLT 2' WASHER SET IN SIMPSON GYP. WL. BD. W/ 2' WASHER SET IN SIMPSON 1/2'GYP. WIL. BE). HIGH STRENGTH EPDXY -I' W OOD BASE HIGH STRENGTH EPDXY "I' ------,UJOOD BASE EMBED. MIN. o 32' OC MAX, EMBED. MIN. ID 32' OC MAX. %"THICK, 3 COAT V THICK, 3 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO MASONRY 20 DIRECTLY TO MASONRY 4 NOTE: t-STORY GABLE 1-STORY GABLE PER F15CR S05.2.1 - FOR ROOF: SLOPES 2:12 TO W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT A BLOCK WALL SYSTEM 15 REQUIRED. FOR ROOF: 5LOPE5 OF SCALE; BLOCK WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16 UB SCALE: 3/4'-1'-0' PERMITTED BUT MUST BE PER ASTM D22ro TYPE 11, ASTM D 46roB TYPE IV, ORA5TM D (6151 DRYWALL PX4' OR 1'4' P.T. NAILER bA PT* OR tIA X4* MR SECURE F TWPtU FRAME EXTEND INTO BLOCK W/ �6' TAPCCNS OR DRIVE P 'EACHILD jvrrV MIN WAD SIZE 300 F1 MIR EMBEDMENT 14111 4 18' O.0 MAX SPACW. DOOR CASIW. DOOR JAMIS OR WINDOW ATTACA4 TO 2X PER MANUFACTURES DETAILS. NOTE, 6441M AS NEEDED TO PLUMS JAM (00 NOT EXCEEO)'4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5Z4 SCALE: 2X4: SECURE To BLOCK W/ IIW TAPCONIb OR DRIVE PIN (MIN SWANK SIZE .145 MR HEAD SIZE 31W MR EMBBOMENT I J'4*) WITHIN r OF EACH END A 10' OC. MAX SPAC W 2X6, cm SECURE TO 15LOCK 02-%' TA"C" OR DRI�g PIN (MIN b"lK SIZE 1.4, F1 MIN.'4AD SIZE 300 MIK EMBEDMENT I)VII) LL4TWN 8- OF EACH END 4 *'D.C. MAX SPACING3. CMU 2XS, CM DRYWALL SECURE TO BLOCK W,'2-%' TAPC40146 OR DRI PIN I'X2' P.T. NAILER (MIN SWANK, 64ZE.14b �__T'X4'OR DOOR CAOING MIK'4AO SIZE _3 'V DOOR JAMB OR WINDOW MR :TTI� TO ­ PER u 10* OjC, MAX SPACI�11�1/ W INS, ... VETAIL. NOTE, SHIM AS NEEDED TO PLUMS JAMIS (DO NOT EXCEEO)W) DOOR JAMB TO BLOCK + / TO BLOCK +11T/'O" UB WALIEt I*-I'-V 2X4. CM SECAM TO BLOCK IV/ TAPCONS OR DRIVE PIN (MIR SHAW SIZE 145 MIN, WHAD SIZE JWV MR EMBEVIENT I YA') WITHIN &'OF EACH END A W OIC. MAX SPArW� 2x&, CM SECURE To BLOCK W/2-4w TAPCON6 OR DRIVE PIN NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED (MR 6WANIK SIZE J49, TWIROW214 NOWSTRUCTURAL MIN HEAD SIZE '00 )W TAPOON MIN I -A' MIN EMBEDMENT 1 )141) EMBEDMENT INTO BLOCK WITHIN a, OP E 6, cm 16' OjC. MAX S=nr V DRYWALL 2X& C3= SECURE To BLOCK w,2.%- —I'X4' OR I'X2' P.T. NAILER TAPC" OR DRIVE PIN )6'0.62. X 4- MR (MIN. sk" SIZE .145 DOOR CASW. M N. HEAD SIZE 300 M:K DOOR �', OR WINDOW, WITWME., ATTACH TO 2X PER 10' OjC. MAX SPACING� MANUFACTURES DETAILS, NOTE, SWIM AS NNEVED TO PLLM5 JAI-S (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" 2X4: CM SECURE TO BLOCK W/ TAPCM& OR DRIVE PIN (MIN, SWANK SIZE .149 m K HEAD SIZE _300 M:K EMBEDMENT 1 Al) Wrr IN 9' 01 EACH .. ... M. SPACI=' 2X&, CIM SECURE TO BLOCK W/2.%* NOTE, 11TRUCTURA 2>1 TAPC 'ON8 OR DRIVE PIN BE ON OUTSIDE 4 BE (MIN. SWANK SIZE .149 TWROU344 NON-STIAL! MR HEAD SIZE __'�VMV V TAPCON MR I-Y�' MR EMBEDMENT I ye) INTO WITHIN VOF EACH END A 16' O.C. MAX SPACING.. V DRYWALL 2X& C3= —I'X4' OR I-XV P.T. NAI SECURE 70 BLOCK W/2-%' TARO" OR DRIVE PIN —1. PT, X 4. MR (MIN SWANK, SIZE A45 —DOOR CASIW, MR.,W� SIZE -400 4 MIK EMBEDMENT I DOOR IAMB OR WIND WITHIN V Or EACH ATTAC44 TO 2X I ER 15' OJC. MAX SPACING. MAMPACTURE6 DETA NOTE, SWIM AS NEEDED TO PLLMIS JAMIS (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" SCALE, 1'.1-41- MUST CURED C7UPtAL BLOCKLER OW ILS. 2X,$� C83 SECURE 70 ISLOCK Wl TAP=NS OR DRIVE PIN (MIN SWANK SIZE J49, MIN. HEAD SIZE 300 MR EMBEDMENT I V) WITHIN a- OF EAC44 END 4 IVOC_ MAX SPACIW. 2Xb, CEM SECURE TO 51�� OR VB�I; TAPCONS N !: --- - MUST (MIN. SWANK SIZE .145 we ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 T14ROLOW NOW-67RUCTURAL MIN. EMBEDMENT I V) TAPCON MR I-V WITHIN S' OF EACW END A INTO 1 8'04� MAX SPACINd., a, cm 2X& CEM V DRYWALL SECURE TO 15LOCK W124W TAPCONS OR DRIVE PIN I'X4' OR I-XV MT. NAILER (MIN. SHANK SIZE J45 DOOR CASINd. MR HEAD SIZE 300 DOM JAMB OR WINDOW MIN EMIBEDMENT OV) ATTACH TO 2X PER DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y49 DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E , SCALE: 2XA: CID SECURE TO BLOCK W/ TAPC4" OR DRIVE PIN (MIN. SHAW SIZE JAS MN HEAD SIZE 300 MZ. EMBEDMENT I V) WITWW VOF EACH END 4 WO.C. MAX SPArIW. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWRCL*H NOW-87faCTUPAL 2X6, CE33 %* TAPGON MIN. I -A' SECURE TO BLOCK Wt2-%' EMBEDMENT INTO BLOCK TAPICONS OF (MR ,�,W Ll=lRIj PIN J. MIN HEAD SIZE 300 V DRYWALL MIN. EMBEDMENT 1)1,') WITHIN 0' Or EAC� I A 1 'X4 ' I-W P.T. NAILER 10 O.C. MAX SPAC�� 2ND 2X SECURE TO 2X& CS= STRUC MEMBER Wl(2A2d SECURE TO BLOCK -.%. 2 WITHIN S' OF EACH END 4 9,' - TAPOONS OR DRIVE P r IN P, TO 0 OC. MAX (MIN SHAW SIZE.14-3 t�=OOR M:N. HEAD SIZE 3W J-AlnSnPlt WINDOW M 9 EMBEDMENT I YW ATTAC44 10 2X PER UHT14IN 8' Or EACH END a is . OZ. MAX SPACM. MANUFACTURES DETAILS, NOTE, SWIM A& NEEDED TO PLUMB, jAms cr>o NOT EXCEED V) DOOR JAMB TO BLOCK +T rv_'� WINDOW TO BLOCK +3" ZX4� C83 SECURE TO BLOCK WIY,' TAPCONS OR DRIVE FIN (MR SWANK SIZE .14b MIN HEAD SIZE -100 MIN EMBEDMENT 1 Y4') WITHR S' OF EAC44 END A WO.C. MAX ISPACW� 2X&, cm ee CURE TO BLOCK WA-114- NOTli CTURAL 1� MUST T"j OR DRIVE PIN Te Be ONSOU IDEA SECURED (APCONS MIN. SWANK SIZE .145 THROUGH NON STRUCTURAL MR WEAD SIZE _3400 16- TAPCON MIN IAW MIN EMBEDMENT I Y4') 94TO BL OCK WITHIN D'OF EACH END 18'0.C. MAX 6PACt W 7X8, CEO SECURE TO BLOCK /it 4 1 I-' PT. NAILER iLW TAFCONS OR DRIv P ;114' P OAS. X 4'MIK (MIN. SHANK SIZE .149 MIN HEAD SIZE 3" DOOR CASW. IS' OC. MAX 5PACIN&— NOTE, SHIM AS NEEDED TO PLUMB, JAMB (DO NOT EXCERVA') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" k'���eCALEI 11-11-01 2X-4: CEO bErURSTO BLOCK U-V TAPCONS OR DRIVE I -IN (MIN. SWANK SIZE J4& MIN 14EAD SIZE 300 MIN EMISEDMINT I y *) WITHIN 68 or EACH END 4 WOL. MAX SPACW� 2X6, CEO SECURE TO BLOCK Wfl- 1/4' lAPCONS OR OR Fn N L (MIN. SWANK SIZE .145 —DEON —OUTSID—E4 SECxLR_RB_D MIN. HEAD SIZE 300 TWRO" NON-STRUCTURAL MR EMISKDMENT 'y) T I-V UATMN r OF EA. E%Q=MN*TtO BLOCK W O.C. MAX SPA... cm 2XS, C2= �v DRYWALL SECURE TO SL4. ,. 1. TAPCONS OR DRIVE PIN VX4' OR I-X2'P�T_ NA LER (MIN. SWANK 61ZE.145 P P.T. X 4'MR MIN HEAD SIM 300 MAN EMBEDMENT I)IC) DOOR CASING WITHIN &'OF EACH END A DOOR JAMIS OR WINDOW Is' 0,C. MAX SPACNG� ATTAC14 TO 2X PER, MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMIS JAMID (DO Nat EXCEED V) DOOR JAMB TO BLOCK +3 3/4' WINDOW TO BLOCK +3 3/4" WALE, . A, . AA A . AA . I a 6 m A n GZNSOW! 41 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32760 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.cm AA Ak: 0003326 ONE 1,, musEllm IA�T� SILVER!ADO LOT #13 BLK # 6] Pnoj=T# 04128.000-01361 moDmu 4EHB "2605-HAYDEN" GAnAGE 9WING: LEFT PAGIM MONOLITHIC 1—STORY WALL ECTIONS & NOTES 150 MPH EXP. B ) FIBERGLASS SHINGLES FIBERGLASS SHINGLES ARC N I T E C T/ OVER 030 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR INSTALLED PER FBCR 1 ®r�' TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER RWE'2.1 ON a' O.S.B. R9052.1 ON a' O.S.B. IS PRESENT INSTALLED PER FBCR SHEATHING OR J' CDX SHEATHING OR I' CDX R90521 ON J' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR }' CDX FASTENER SCHEDULE PRE-ENG TRUSS FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED PLYWOOD SECURED PER FASTENER SCHEDULE SEE ENERGY CODE FORMS n,� i Design P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS PRE-ENG TRUSS Grou Ina. FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND PER W/ (2) 12d's a EACH TRUSS FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND 1' GYPSUM BOARD OR ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE j' GYPSUM BOARD OR J' 1441 N. RONALGWOOD RL BLVD. PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. BOARD 1.oNGwooD,FL32Tso 327 VENTED ALUM. SOFFIT BOARD PER ELEVATIONS vw.aOT•7T4-s0T8 DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON 4-4078 FAxbdesig gmp.c www.abdesigngroup.com WINDOW HEADER SIZE TRUSS PLAN TRUSS ENG. FOR SIZE t SEE ENERGY CODE FORMS 5P2 o EA. AA f: 0003325 VARIES PER WINDOW FOR INSULATION R-VALUES 1000" UPLIFT 2X8 STUD OPENING SEE HEADER WINDOW ATTACHMENT AS CONDITION) CONNECTOR SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ 2x8 SYP 02 DETAILS SPECIFICATIONS 7HRU-BOLT$ a 32' O.C. J' GYPSUM BOARD OR }' DBL TOP O.S.B. SHEATHING OR }' WINDOW SILL MAX THEN SECURE GABLE TO HIGH STRENGTH CLG. PLATE gpgRp }' DRY WALL CDX PLYWOOD. 2x4 PLATE W/ 126's 8' O.C. MAX WALL ATTACHED PER FASTENER OR DOUBLE TOP PLATE SHEATHING %' DIA ANCHOR BOLT 2x STUDS ®16' O.G. MAX W/ AT I6' O.G. MAX WITH 1' SCHEDULE ON SHEET D5, INSUL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP "2 EMBEDMENT AND 2' 115' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 0 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-vALUES O.C. MAX SPECIFICATIONS AT 12' O.G. MAX SIMPSON SPI PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL o EA. 2X8 EXPANDED GALV'D J' T d G SUBFLOOR GLUED PER WINDOW OPENING SEE 2x STUDS ®16' O.C. MAX W/ STUD METAL LATH ON AND SCREWED AS PER HEADER $PAN CHART FOR FORTIFIBER JUMBOTEX DETAILS INSUL., SEE ENERGY CODE GRADE 'D' PAPER OVER FASTENER SCHEDULE FORMS FOR INSULATION 2x8 P.T. SYP 02 TYVEK BUILDING WRAP O.S.B. SHEATHING OR }' CDX R-VALUES O SOLE PLATE (1) COURSE TIE -SEAM (REFER TO STUCCO PLYWOOD. ATTACHED PER POURED SOLID WITH FASTENER SCHEDULE ON SHEETT t G SUBFLOOR GLUED CONCRETE. (I) 05 SPECS FOR COMPLETE D5 AND SCREWED AS PER a REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 GOAT PORTLAND FASTENER SCHEDULE 6 PRECAST LINTEL NOTE: SHEATHING MUST CEMENT PLASTER OVER �} NOT BREAK I'-4' MIN. EXPANDED GALV'D METAL LATH PRE-ENG FLOOR TRUSS ON FORTIFIBER JUMBOTEX = w a FROM 2ND FLR LINE (INSTALL PER MF . SPECS.) WINDOW ATTACHMENT AS GRADE 'D' PAPER OVER TYVEK ~ �- 2x4 CONT. * TOP AND BT. I' GYPSUM BOARD OR BUILDING WRAP (REFER TO lry PER MANUFACTURES OF FLR TRUSS (TOP 2x4 HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE U SPECIFICATIONS SUPPORTS BT PLATE OF BOARD INFORMATION) PRE-ENG FLOOR TRUSS 2ND FLR, BTM. 2x4 1$ FOR CONIC. FILLED LINTEL BLK W/ NOTE: SHEATHING MUST NOT (INSTALL PER MFG. SPECS.) "5 REBAR A 16' PRECAST SILL WALL SHEATHING NAILER) BREAK 1'-4' MIN. FROM 2ND FLR GYPSUM BOARD OR ' (I) 05 REBAR CONTINUOUS W O.C. MAX, IN FASTEN EACH 2X4 RIBBON LINE # Z W/ (5) 12d NAILS 9 EACH SEE ENERGY CODE FORMS HIGH STRENGTH CLG. w CONCRETE 2x4 CONT, o TOP AND BT. OF POURED CELL, Ix2 P.T. FURRING STRIPS TRUSS. BTM. RIBBON TO BE FOR INSULATION R-VALUES BOARD FLR TRUSS (TOP 2x4 SUPPORTS VERIFY PER a 16' O.C. P.T. PRECAST LINTEL n. BT PLATE OF 2ND FLR, BTM. 2x4 PLAN. CONIC. FILLED LINTEL BLK W/ WEEP $CREED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING (1) 05 REBAR CONTINUOUS 0 8' CMU (SEE DETAIL 2/D3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 p� SEE ENERGY 1/2' GYP. WL. BD. SPECIFICATIONS RIBBON W/ (5) 12d NAILS s ( PRECAST LINTEL U CODE FORMS r EMBED. STRAP VERIFY EACH TRUSS. BTM. RIBBON TO lU 4 CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL BE PT WINDOW ATTACHMENT AS w FOR THICK, 3 COAT ( s/e'(1)"5 REBAR VERTICALLY PER MANUFACTURER Q p INSULATION WOOD BASE PORTLAND CEMENT W/ CONC. POURED CELL WEEP SCREED SPECIFICATIONS f0 R-VALUES Z w 04 REBAR 48' LONG (SEE DETAIL 2/D3) PRECAST SILL y L 1) W/6' HOOK * 24' O.C., R 4 PLASTER APPLIED Ix2 P.T. FURRING STRIPS EMBED. STRAP VERIFY - Q z Q MIN, 24' IN SLAB DIRECTLY TO MASONRY ®I6' O.G. (1)05 REBAR VERTICALLY W 2—STORY 1; a' CMU W/ ?RUBS PLAN W/ GONG. POURED CELL 0 �7 2'-0" (MIN_ 1/2' GYP. WL. BD. S/e' THICK, 3 COAT 4 Ix2 P.T. FURRING STRIPS � p IN SLAB) FIRST FLOOR WOOD BASE PORTLAND CEMENT 16 O.C. BLOCK SECOND PLASTER APPLIED I Z DIRECTLY TO MASONRY 8' CMU o 1 FLOOR FRAME 1/2' GYP. WL. BD. WALL . ~�~~ � 4' CONIC., RE INF. W/ 6'x6' SCALE: 3/4'=r-0' 2—STORY GABLE WOOD BASE SECTION — l_� WIAXW1.40 WWM ON 6-MIL POLY FIRST FLOOR WOOD ` ETHYLENE VAPOR RETARDER ON L� WELL -COMPACTED CLEAN FILL w TERMITE TREATMENT SHALL BE BLOCK SECOND ee FRAME TO �, 6" 6" 6° 6" BORA-CARE 1 A FLOOR FRAME (3) "5 REBAR ON CHAIRS GALE: 3/4'ml'-0' a 2x STUDS s+ l6' O.G. MAX W/ O.S.B. SHEATHING OR %' CDX 2x STUDS 9 16' O.G. MAX W/ NOTE: ATTACHED PER INSUL., SEE ENERGY GODS PLYWOOD. INSUL., SEE ENERGY CODE PER FBCR 905.2.1 -FOR ROOF SLOPES 2:12 TO FASTENER SCHEDULE ON SHEET FORMS FOR INSULATION D5 FORMS FOR INSULATION LESS THAN 4:12, A (2) LATER UNDERLAYMENT R-VALUE$ R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF ExTERIOR WALL STUDS PLACE STRAPS0PACED 1/8' THICK, 3 COAT PORTLAND (WALL SWEATHUG NOT AND FASTENED AS ' T e G SUBFLOOR GLUED CEMENT PLASTER OVER ' T d G SUBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS sNaa„oRCLART,, suawuxTNOE PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTEN $TWO To BOCK WALL ADDITIONAL STRAP AT AND SCREWED AS PER EXPANDED GAL V'D METAL LATH AND SCREWED AS PER UNTH USP MSTA46 STRAP WITH EACH WINDOW KMG STUD FASTENER SCHEDULE ON FORTIFIBER JUMBOTEX FASTENER SCHEDULE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 FASTENERS, 45814OW. INSTALL GRADE 'D' PAPER OVER TYVEK STRAP . EA END (UNO) 4 w y 8 x 0 s y c 0 a V eUBDIV as LOT. SILVERADO LOT #13 BLK #6 PROJBC" 04128.000-01361 HODffit 4EHB "2605—HAYDEN" GARAGE BVING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B 3/4' T < G SUBFLOOR GLUED SPACE STRAPS A8 : it & MIN $ ®d 148 COMMON NAILS BUILDING WRAP (REFER TO -no nPNI t�: 3r oc. naTo aT1ID cm.ua DIA x i IR' STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -" MPH 'Cc: 3z' O ' LONG) A 0FRTECT: INFORMATION) FASTENER SCHEDULE ON _WOE r' 48, OC. STATE OF FLORIDA 2x4 GONT, 0, TOP AND BT. OF SHEET D2 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS BOL�—LP.AfE- - BT PLATE OF 2ND FLR, BTM. 2x4 FILL ALL REMAINW. STRAP MARANO'037 i$ FOR WALL SHEATHING NAILER) �D6�INd. NToPRE-ENG FLOOR TRUSS PRE-ENG FLOOR TRUSS FASTEN EACH 2x4 RIBBON W/ FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS * EACH TRUSS. °) DO NOT PLACE SCREW IN 12d NAILS s EACH TRUSS. BTM. TOP HOLE NEAREST TO TOP SIMPSON HETA-16 EMBED. 'GYPSUM BOARD OR BTM. RIBBON TO BE P.T. TOP CPRIBBON TO BE P.T. MASO RY WALL OFCMBLOCK WALL STRAP w 32' O.G. MAX VERIFY HIGH STRENGTH CLG.W/ TRUSS PLAN WEEP SCREED BOARD f'RE ENG FLOOR TRUSS a STRAP rO(INSTALL PER MFG. SPECS.)STRAP To CMl DLOCK WALL j�(SEE DETAIL 2/D3) CONIC. FILLED LINTEL BLK W/ LOG TAPCON M la IScrRr ' GYPSUM BOARD OR EMBED. STRAP VERIFY (U "5 REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ cruBoacwALL scREws HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN g/e' THICK 3 COAT PORTLAND - = pA� 11/7/17 CEMENT P(I) "5 REBAR CONTINUOUS PLASTER APPLIED SCALM 1/4"=1'-0" DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION apmom FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2A SCALE: 3/4'.l'-O' 3 �ALE:NTa D 4— SCALE: 3/4' -1'-0' a a r u IT a I- Ta PRECAST WSADEWMN) 2 X 4 (MIN 2 X 5) 1-3/16 TAPCON OR DRIVE PIN (MIN SHAW, SIZE14!� MIN HEAD SIZE 34W MIN EMBEDMENT I V4') 8V FROM EACH END AND 18' O.C' MAX` MIN I-V4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (M IN 914AW SIZE.14b MIN HEAD SIZE M IN EMBEDMENT 11/4') 8, FROM EACH END AID 18' O,C. MAX MIN 1_1/4, 2 X 6 (MIN 2 X 30 2-3/* TAPCON OR DRIVE PH (MIN SHAW SIZE.143 MIN HEAD SIZE 300 2XA SOLID BLOCKING MIN EMBEDMENT 1 1/41) SECURE TO SHEATHING W/ v 8. FROM EACH END AND Is, MIN. 2-12d PER BLK EA. END Or- MAX MIN 1-1/4'Et-MDMENT IAW 086 SHEATHING CHU WALL ARCHWAY DETAIL t 1 16" AND UNDER Oft TOP PLATE 2X4 16' 00. MAX SECURE 2X4 TO EM9 ARC;HWA MAX L'V" 2X4 SOLID ST.PLATE OR 1/16, CAB, BLOCKING SECURE L,2'1-LYUIOOD- TO SWEATHIN5 0114 MX 2-12d PER EA- ��EXTERIOR ARCHWAY Q llg osa OR Jj PLYWOOD 014EATWIW. '30 BLoG. FELT 24. WIDE 26 GA. GALVANIZED METAL rL . Al"ING MST ADD DF3-W, 36' WIDE AND AND "AT BE A MIN 24'WIDE METAL. FIBEW.LASS SLIWILES 4 I �LG E= 4 TEXT, $It"IP&ON SP4 2X4 D5L_ TOP PLATE ,�VVDRYWALL 2X4 U40D STUDS **'OZ� 32' O.C. UND. ON TRUSS PLAN I 2X4 0ONT. ST as RE BLOCKING Mlr>�WALL PT. PLATS PSON SP4 O,C. MAX .SLAB I -STORY INT BEARING WALL ���SCAtE. IL12 T. 'O.� L W/N0 UPLIFT OR WAS FLOOR LOAD ONLY 'CO NOT INSTALL CONNECTORS. DISIL TOP I -LATE 2X4 16' OC. MAX. IX471,W 2M%' 'APC4" OR , VE PIN Z' MOIL SHAW HEAD III -We MR SZE EMSEDMENT 1)A'WIN 8' EA END NOT TO EXCEED 5T. IW O.C. MAX 1 - 2X4 $01.0 BLOCKING eSCURE 1A&* To %-EATWING UTW MIN, 2-12d PER MILK EXTERIOR ARCHWAY EA. END PRECAST WEADEWHIN) �V 2 X 4 (MIN 2 X.3) 1-3/16TAPCONI_:_� N OR DRIVE PIN (MIN SWANK SIZEJ45 MIN HEAD SIZE 3" 74 MIN EMBEDMENT 1 114') S'PROM EAC44 END AND 18' C.C. MAX _V4'EMBEDMENT I) 2MIXN 2 Xlb (M 2-3A6 TAPOON OR MI VE PIN (MIN e44" SIZEJAb MIN 14EAD SIZE 3" MI N EMBE NT 1 1/4') S' FROM SAMME - END AND IS' MAK MIN 1-1/4' EMSEDrENT 2 X (MIN 2 X 3� 2-3/16 TAPC40N OR DRIVE PIN (MIN 814AW 6]ZE.146 MIN HEAD SIZE1300 1116' 065 SWEATWIN' MI N EMBEDMENT 1/4') :x4 w ac. mAx. B'PROM EACH END AND 10' UHEN &,SR I&- IN HEIGHT.) or MAX. MIN I- 1/4'EMBEDMENT ZX4 SMID BLOOKIW SECURE TO SWEATQ LW MIN. 2-12d PER ELK EA. END rr---\CLOSED VALLEY FLASHING DETAIL SP4 0 32 SMPSON� OIC. OCUBLETOP PLATE 2x4 C4CNTN STRE SLOCKW. D'I'D& WALL" 2x4 STUDS 16' OJC. MAX, U.Ox 1. -r 4 G SUBIFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST r OCR STUDS TO 2ND L FLOOR STUDS $1111-SON MSTA-36 . S2' O.C. MAX PRE-EW. FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTIN 6TRE a SLOCKIWG MLID* WALLS 2x4 $TUD$ - 16' OC. MAX, UOx 1/2' GYP. ILL. MID. SECURE BT. PLATE TO SLAE LW` J'x%' ANCHOR BOLT W1 2' UlAS14ER SET IN SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN SIMPSON SPA - 32' O.C. MA L. B. W. '/2 1 lll� 8 ARCJjWAY DETAIL 16 A�ND UP PRE-EW, TRUSSES OR CONY. FRAMED RAFTERS Ch.B. &WEATHW. OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.419LCOKING UNI�ER WALL STUDS SCURE BETWEEN TRUSS SAYS IA/ e3)12d'. EACH END 2. DOUBLE TOP PLATE STUDS - ft., OIC. MTS.12 . EVER STUD 2X4 ST. PLATE DORMER �ATTACHMENT L. �� -A DOL. TOP PLATE SECURE 2 RIP TO F47 Un-t2de, 6'-6'OC. MAX 1/6' TEXTURED FINIGH 2 X 4 1&- OC MAX OVER'b' IN HIEdd4T.) I (WHEN 2 X 4 (1144EN OYER IS' N WIRGHT.) V4'TEMPI!Ml> MAWNI E , or CLUE - NAIL WAbd'S 9*-TI2 F NEEDED. 2 X SOLO BLKI. - ARCH SECURE W/2-12d EAC44 END ArrAC+flENT PER MANUFACTURER'S SPECA HTL WOW FRAI-E -N=, NO GAP - WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL CUTAWAY 2 X 4 (MIN 2 X 311-3/16 TAPOON OR DRIVE PIN (MIN 914ANK SIZE.W5 M MIN HEAD SIZE 300 IN EMBE NT I V4') 1. FROM EACWIENDE AND 18' O'C. MAX M1141-1/4'EMISEDMENT 2 X t, (MIN 2 X 3) 2-3/16 TAPOON OR DRIVE PIN (MIN &4ANK SIZE. OR DRIVE PIN (MIN SWANK SIZE.145 MIN HEAD SIZE a. MIN EMBEDMENT 1 1/4') FROM EACH END AND 10* CO. MAX. MIN 1-114- 91"MEDMENT 2 X 8 (MIN 2 X 3) 2-3A6 TAPCON 145 MIN HEAD SIZE 300 MIN EM590tIENT I V4') FROM EACH END AND 10* O.C. MAX. MIN 1-1/4* EMBEDMENT 1/4' TEMPERED MASONITE F NEEDED. GLUE 4 NAIL LWSd'b ROOF: TRUSS UPLIFT CONNECTOR NOT SHOUIN FOR CLARITY (SEE SHOP Dur.5.) EXISTING ELK ABV. V4' TEXTURED FINISH I/&- TEXTURED FINISH 2 X SOLID OLKI. - ARCH IA6'OM SHEATHING 2 X 4 16' OA:L MAX. (WWEN OVER 16' IN HEIGHT.) 2 X 4 (WHEN OVER *' 16. IN HEIc4nj SECURE W/2-12d EACH END ATTAACWMENT MR MANUFACTURER'S OPEC'S. -NOTE; NO GAP A WDW FRAME TO EXCEED 114, ARCHWAY DETAIL CUTAWAY EXTERIOR WALL SHEATHINdu; (SEE NOTES) FASTEN EAC14 STUE> TO D5L.TOP PLATE W1 USP SPT24 NAIL PER MANUF. SPECS. SECTION AT TOP 0 F EXTERIOR WALL ASPHALT SHING46 OVER W FELTON 111r. O&S, PRE-e-r, GABLIE TRUSS SPIF STFFSACK (SEE SEALD ENG. PACK SIZE I CONNECTION) 2.4 S" BLOCKING BETWEEN TRUSSES WHERE "X'SRACW. 16 PRESENT CONT. 2�4 SPF RAT'R.INEAC SECURED W1 (2)12d. - _W TRUSS (V 2 4 -2 S.Y.P. DIAGONAL BRACE tLV (3) 12d4 EACH TRUSS (DIAGONAL X-BRACIW. TO COVER 5-TRUSWS I'GYPSUM BOARD ORP HIGH STRENGTH CLOL NOTE: ISCAFO DIAGONAL BRACE CENTER Or TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE - ANY SPAN W-0- OR GRATER REFER TO TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS REINFOPhCEMENT- W-C' TO 30'-0' (1) X-BRACE 30'-1' TO 60'-0' (3) X-ISR4CE (1) X-SRACE - CENTER AND (2) BRACE DIVIDED E=ALY FROM CENTER TO END gid GABLE X-BRACINIG SCALE: 1/2'.1'-0- SO '�!ACIN� 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIhI. (3) 12d NAILS OR MIN .(4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER MIN. (4) 10d GUN NAILS 2x RAFTERS Ixe NAILER SECURE TO TRUSSES BELOW LIV e2)12d NAILS OR (3� 10d GUIN NAILS . EA, TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING3 OVER PRE-EW. TRUSSES PRE-Ew_ TRUSS CONV a;,tj jn�� it ROOF BETWEEN 01-01 TO 301-01 (1) X, BRACE 3dD'-I* TO 60'-0' (3)'X' BRACE (I X'SRACE - CENTER) (2 WBRACE DIVIDED EOUALY FROM CENTERTO END) FIBERGLASS SHINGLES OVER -30 FELT ON 1116' O.SJ5, (2) 2X4 -2 STP OlAdONAIL BRACE W1 3-t2d * EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRUSSES 2x4 BLOCKING WHERE 'x' BRACWG Is PRESENT (2) 10d NAILS EA END TO TRUSS (SEE SEALD EW.. PACK FOR SPF STIFFBACK SIZE 4 00NNECTION) 1/16'065 SWEATI41W. - USE Od NAILS AT 4' oz. EDGE 4 6' oz. FIELD 24' o- 1/2' CLG. BOARD LAG 2X4 W1 3/0'X ' .32'OC. MAI SON NAIL -T. RAT RUN TO S Ml �C. MAk OR IMP TA-24 - 32'0 TRUSS W/ (2) t2d * EA TRUSS 71 2X4 6YP RAT ADJACE TO DIAGONAL BRACE. MATWVG NAILW. TO BE ,C r QLD DSL TOP PLATE 4'OC.-ALL EDGES W/9d NAILS 2X4 STLO 16' OC. MAX. SCALri 1/2'-1'-0' 1115 UPLIFT SIMPSOM HTS.U0 WAV 0djT0 TRUSS. AND (4) /4 x 2 1/4 TAIRCONS TD CCNIT POURS LINTEL D FACES OF BLOCK WALL - 2350 UPLIFT (V SIMPSOM HT9120 INSTALLED ON OPPOSITE W110 kDd TO TRUSS AND (4)1/4'. 21/4' TAPOONSTO DOW FINISH tv LANDING 3/4' PLYWOOD FF. T � CL DBL 2Xro DE'L 2xl I 3/4'PLYUJOCD WITH LANDING DETAIL 4 12-D COMMONS NAILED THRU 3/4' FINISH im LANDING—-\ 3/4'PLYWOOE) FR PLYWOOD INTO EACH STRitIGER.7 3-2xl2 SYP STRINGER 'D5L 2X12 REINFORCED W12X4 SPIPOR BL 15T LU/CONT. BEAD Or FLOOR JOIST 5LB-FLOL R ADHESIVE FL-400 OR SIMILAR im EA HORIZONTAL RUN ZI ER SECURE TREADS TO STRINGER W/(3n 3' SCREWS 0 EA STRINGER, UNTPREADED SWANK TO EXTEND BEYOND THICKNESS C)F SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FIB-_R 5TP EDITION (2014) MIN. TREAD 10', MAX. RISER -1-3/4' 3/16'MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/&'MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY MIN, LUINDERS o'LUIDE V NARROW END MIN. 11' LUIDTI4 0 12' FROM NARROW ENE) 34' MIN. HANDRAIL WGIT. MIN. FINISH WINDER DETAIL LESS THAN 4' LI ETWEEN SPII RV DV IT T7: T TO IF '18 R15ER (3) 106 CUT NAILS v 2X4 PT. SLEEPER INTO SLAB HAND RAIL 1/2' DRYWALL IXIO TRIM---' -I'NO5ING TYP. frly- �STAIR� SECTION DETAILS �,� SCALE: 3/4�-]'-O' rou in.. L441 N. RONALD REAGAN BLVD. LONGWOOD FL32750 PH: 407474-6078 FAX: 407-774,4078 www.abdosigngroup.com L AA 0003325 114 as SILVERADO LOT #13 BLK #6 PROJMT# 04128.00-0-01361 moDm. 4EHB "2605-HAYDEN" GARAGM LEFT PAGN: misc. DETAILS 150 MPH EXP. B i ARCHrrE-CT-- STATE OF F-LONDA D 11/7/17 r:A - ClEb SCAIM 1/4"=I'-O" sn=T allauff D5 6 NO00 PRODUCE APPROVAL LISTING -SHINGLES -STANDARD PRODUCE APPROVAL LISTING - IXRIGTON DRIF :110116�MM1 SIMPSON STRONG -TIE CO STXUCf COMP. WOOD mXNFR00.f m16 iBQ 17�31/Ml7 R IlM47A3 SIMPSON STRONG -TIE COSTRUR COMP. WOOD MUieOI 13/31/E011 R 10/56q SIMYSON STRONG -TIE CO STRUCf COMP. WOOD CONNECTORS 301/iBOI 1 3l/10D R I]t3Ffi! USP STRUCTURAL CONNECTORS STRUR COMP. WOOD CONNECTORS M1/f�l 1j131/LI30 0.1RN-R1 USP STRUCTURAL fDXNER00.5 A0.UCffOMP. WOOD CONNECTORS 10L1 iBOl 207p 0.11E13 0.1RU USP STRUCTURAL STRUR COMP. WOOD CONNECTORS 10U FBOl 1;131/Mt0 R 1R36 FL SflM R 6tiiP2 LISP STRUCTURAL STRUCf COMP. WOOD CONNECTORS 21tlC iBOI 1t/31/ZOLI v� irzu 0.7173R6 EAGLE PRODUCTS ROOFING ROOF dNC FBOt 31 R 1i014R5 FMENGN [ONSf. METALS PANEL WALLS SOFFIT 201C iBQ 3/2/20M FL 1]6t1 PLYGEM PANEL WRVS SOFFIT 201C FBfA ] 3019 R 1/UH�Ri PLYGEM SINGLE HUNG ZOU i8[R 1 3 t019 FL 31631�R1 PlY4EM SLIDING DOOR d11I iBtlt 13 t019 H 1RN PIYGEM WINDOWS MULLIONS 1pW iBU1 7�31/M39 R IR53�3 PLYGEM FIXED GLASS 2016 iBfA ]/31/1019 f115217AI MI WINDOWS&DOOMS SINGLE HUNG 3016 iBUi 11/31/]OS] i1133WRC MI WINWWS&DOORS SLIDING D000. 3016 iBOl 1]/3 301] � ft153DA1 MI WINDOWS DOORS WINDOWS MULLIONS MU PofA 1 3 M3] � i1I5016N GLOMlY0.0TERgN PRODUCTS SHUTTERS STORM PANELS 2016RG 1 31/3017 N 567&R3 QOY�Y BLOC. PRODUCT CO. EIR.000PS SECTIONAL t016 PoQ 1 3 10.ie FL QOP�Y BLDG. CO. FNf. WOKS SECTIONAL 70U IBQ 1 31/EI38 R ]SS19A4 QOVRY BIOG. PRODUCT CO. EXT. SECTIONAL 1O31 iH(A SI/3l/M136 FL TlFRMYiMI EXT. DOORS SWINGING EKE. DOOR 30U PoQ 12�31/8118 R 3015bR6 OWENS CORNING ROOFING ROOFING ACCESSORIES ID]R iBIX 01�1 ]q18 R llg1/-R3 MMFS W1RgE BOARD PANEL WAILS SIDING LI31 HQ OIfOI�}018 R 131&-R6 MMFS Nr1RgE 80NN0 PANEL WALLS SIDING MUfWI ID18 R 13t13�R3 1RMES XRRgE BOARD YUiEI WALLS SIDING 81U FBOl OUO 21tl8 R 13t65�Rt ll1M6 XRROIE BOARD PANEL WALLS SIDING 20U iBOt 0 21tl8 R /IOiM TRMKO ROOFING ROOFING ACCESSORIES 2011 FBQ 31�20L R 7006W IKO SHINGLES 3p YFA0. LI11 iBQ 9/6 1 FL GSTQETE STRUCTURAL lRRE15 20U fBfR 9/1 16 THIS B RCOMPIIA710N Of PRODUCT PPY&OYFL L511Nfi If/ THE STATE Of FLORIDA VERIFY WITH APPROVED LIST P0.10RT0 PURCHASE AND INSTALLATION. REFER THE FLORIDAfB01 Zlll4 �kh EDITION) BUILDING CODE INFORMATION SYSTEM � W W W.RORIMBUROING.ORG CONTROL �AR:0/�Nitn PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING - - - EXPIRATION DATE FL 30446-R4 SIMPSON STRONG -TIE CO STRUR COMP. WOOD CONNECTORS 2014 FBCR 12J31/2017 FL 30447-R3 SIMPSON STRONG -TIE CO STRUR COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456•R3 SIMPSON STRONG•TIE CO STRUR COMP. WOOD CONNERORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNERORS STRUR COMP. WOOD CONNERORS 2014 fBdt 12/31/2020 FL 17244•Rl USP STRURURAL CONNECTORS STRUR COMP. WOOD 2014 FBCR 12/31/2020 � FL 17243 FL 17241 USP STRURURAL CONNECTORS STRUR COMP. WOOD CONNERORS 2014 FBLR 12/31/2020 FL 17Z36 FL 17244 FL 6223-R2 USP STRURURAL CONNECTORS STRUR COMP. WOODCONNERORS 2014 FBCR 12/31/2020 FL 17236 FL 7473-R6 EAGLE PRODURS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3J2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 fBCR 7/31i2019 FL 14039-R2 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/Z019 FL 14253-R3 PIYGEM FIXED GLASS - 2014 FBCR 7/31/2019 FL 15217-R4 MI WINDOWS &DOORS SINGLE HUNG - 2014 FBCR 12/31/2017 FL 13349•R4 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-R3 GLOBAL PROTECTION PRODURS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678•R3 CLOPAY BLDG. PRODUR CO. EXT. DOORS SERIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SERIONAL 2014 fBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUR CO. EXT. DOORS SERIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12J31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 DAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR O1J01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/O3/2018 FL 13223-R3 DAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR O3/Ol/2018 FL 13265•R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/O!/2018 FL 4103-R8 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 fBCR 9/6/2021 FL 158-R8 CASTCRETE STRURURAL LINTELS 2014 FBCR 9/11/2018 THIS LS 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 �Sth EDITION) BUILDING CODE INFORMATION SYSTEM � W W W.FLORIDABUIIDING.ORG CONTROL DATE: 09/26/201 A R C R I T E C T i Deis' �n�. 41 N. RONALD REAGAN BLVD.'. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003326 J m h 0 0 a 4 U V. at LOT: SILVERADO LOT #13 BLK #6 PROJECT* 04128.000-01361 aEoaIUjJ , 4EHB "2605- HAYDEN" awRwas ewirro: LEFT PAGIZE: PRODUCT APPROVAL LISTING 150 MPH EXP. B aA'11/7/17 !{CAI,: 1/4"=1'-0" SHLL'T A R C R I T E C T i Deis' �n�. 41 N. RONALD REAGAN BLVD.'. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003326 J m h 0 0 a 4 U V. at LOT: SILVERADO LOT #13 BLK #6 PROJECT* 04128.000-01361 aEoaIUjJ , 4EHB "2605- HAYDEN" awRwas ewirro: LEFT PAGIZE: PRODUCT APPROVAL LISTING 150 MPH EXP. B aA'11/7/17 !{CAI,: 1/4"=1'-0" SHLL'T V. at LOT: SILVERADO LOT #13 BLK #6 PROJECT* 04128.000-01361 aEoaIUjJ , 4EHB "2605- HAYDEN" awRwas ewirro: LEFT PAGIZE: PRODUCT APPROVAL LISTING 150 MPH EXP. B aA'11/7/17 !{CAI,: 1/4"=1'-0" SHLL'T F'REFOIre'IE0 CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • 9' O.G. MAX (VERTU NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W) %, LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED-7 E 1' O.G. MAX VERTICALLY / 'H SMALL NOT CCNTINUOUS 9O11044 CONTROL NTS BUT SMALL STOPPED AND J AT EACH SIDE WP OJ M-II I, TO D' NOTE, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 4' A' SELF•ADHERING MENEiRANE 6' • VERTICAL LAPS (ROLL FLASHING OVMIPATIBLE W/ MOUSE ENDS) A 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE V APPROVED HOU7P..I.E WITH FORTIBER SHEATHING TAPE FLASHING TO EX1' OR LESS PIPE k THICK, 3 COAT CEMENT PENETRATIONPLASTERWRB LAYER •2, FORTIFIBERBUILDING PAPER µ LAP METAL LATHFASTENED- METAL LATHFASTENED -I' r,AT SUPPORTSIVERTJOG MLAX UAiO LAYER M, 1— GUT AND OVERL STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE STEP SHEATHING ( S EP WRB LAYER 9, i' tNICK, 3 COAL CEMENT STUCCO WRAP I PLASTER METAL LATH It. n71AI.P sELOW or+Lv / I WRB LAYER h, FORTIFISER WRB LAYER Z, FORTIFIBER BUILDING PAPER \BUILDING PAPER STUCCO LAYER M, \ � / STUCCO WRAP WOOD SHEATHING INSTALL FASTENERS (CLIPS, �If STRAPS, STAPLES) AS RECUIRED TO SECURE \ PIPE) WIRE O FRAMING ASTM C1063 \�— PROVIDE 2X4 BLOCKING R ..N \ PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WHEN s R� NT FALLS ON 2 SCAPER 1 1/2'• LAP. •ASTENERS FOR LATH TO BE NAILS OR 'APLES IN COMPLIANCE Wr ASTM CW63 T WIRE TIES TO BE (N0. 0) 00415' WIRE /- BLOCKING SNOILN MAY BE IN ADDITIa/ \ > WALL STUDS REOIUIRED PER PLAN / O"M" TYPE CONTROL JOINT L ®D A ® ® KICKOUT DETAIL FOLD 4b Ot SOLD 1lYW I®e ® t SOLD DLNI®e PT. A Pr. a 2. CRl40E • M. e 2. CIICAeE • R. D 9. CRE4eE • PT. C 3. CIEANlC • PT. C 4. FOLD iR. G OvBR R. e rWL n, c TOUC4Me !'ATTOM SEANCE ;r 'n' e°Ttan FL''� WATER clan REAL. MOLD, 12Q tYUl Cln. J' TMICK 3 COAT CEMENT PLASTER (I#N'!1, VY 2 COAT CEMCNT PLAETCR (CM) WRS LAYER 1, FORTIFIBER BUILDING PAPER (FRAM! ONLY) WiB LAYER M, STUCCO WRAP fPpLaM OtBY) LAP LAYERS O WHIP MG MAP OVERA NP�AWN9, R.AI ' -TOP fW9ia.L! FINE ONLY) a.h• FR.V! OR CM4 "Y ExTERIOR � BmBnINLI.lQ�2 � �� ' Srb WALL tLAtiNMG h D KNC ALI 1iAMIN'i (SEE Ixrau g FELT AYF@JT Ea, aw It. _ NHNa.E ROQFRNG ° �f� T ROCF t2RIP EDGE, OISIO-AP 3' EMEND M. IIELOIe "ATHRNG, MICNANNCALLY PADGA Y.R4P FASTI N 1' 04. MINX "a Tian KCAL (IRS- Olt -OLDER Ds? NOT and I' MIN LATH LAP, 4. oven ALL LAP VERTICAL LATH & PAPER DETAIL NOTE; SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM1. AS PER ASTM CI063 11e.1. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WANOUSE WRAP TAPE PER MANIF. SPEC. OR PEEL 4 STICK ROOF WOOD SHEATI BUILD( PAPEF STUCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER •I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 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 O"L" FLASHING N.T.S. 6'x6' SELF -ADHERING MEMBRANE FLASHW. (COMPATIBLE W) HOUSE. WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND CNTO PIPE CUT AND OVERLAP ONE SIDE OF EYES "2 SELF -ADHERING MEMBRANE RLA9HIMG WRB LAYER 9. STUCCO WRAP WRB LAYER e2, FORRIFIBER BUILDING PAPER FETAL LATH 6'x6' 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 ONTD PIPE. Dow. BEAD or SEALANT INSTALL APPROVED HOUSEW'uAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FBC ptme.7 murwr w ft 4,4 pwoxmu E#erkr use of pwil-d c—mt pester shell comply with the wpka. regoirememe of ASTM C 926-12A. Insstallatbn of exterior Ielwg end hemirg shall comply with ASTM C 10e3-12A. 3)4 fi If=E FENETRATION DETAIL (FfR,41"I N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 111, STUCCO WRAP) UR5 LAYER 1*2 (FORTIFISER -'-'- - -'- 51JILDING PAPER) METAL LATH x-x-x-x STUCCO 1000D SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER F5C R`7103.&J / ASTM C-84-1-013, MIN. 2.5 L56- PER 60. `I'ARD (UTILIT`r OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T Design LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.e b4esig0gr0up.c0m AA #: 0003328 y U 0 G F D V SLTHDIV As LOT SILVERADO LOT #13 BLK #6 P71OJS " 04128.000-01361 MODSLt 4EHB "2605-HAYDEN" OARA0Z SQINd: LEFT PAO& WALL ASSEMBLY DETAILS 150 MPH EXP. B DATO 11/7/17 SCAM 1/4"=1'-0" WAI IF INSTALL 6' SELF -ADHERING A R C N I T F. C T II MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: I. OVER TOP t SIDES BOTTOM, 2. SIDES. 3. TOP X. VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHING i n - OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE FLASHING WRB LAYER "I, LAYER +I, STUCCO WRAP G9 Ino. TOOLED SO AS TO DEFLECT UNIT STUCCO WRAP it WATER AWAY FROM JOINTS. LAYER '2, FORTIFIBER E-Z BEAD ALL AROUND PREMANUF. DRYER BUILDING PAPERX: GWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER •2, FORTIFIBER METAL LATH Li441D.WRB N: q07-77q.SO7gX JOINTS AND INTERSECTIONS CONT, SEALANT) uOo0 Tre'TEXTURED X: 407-7744078 I APPLY SEALANT AT PERIMETER OF - BUILDING PAPER coNeTRucnoN ��FINISH • WOOD .abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO CN I S Y' CAULKING a JOINT IAA FASTEN TD WOOD STRUCTURAL MEMBER a T• OC MAX $: 0003325 SEALANT ALL AROUND TOP t SIDES �' THICK, 3 COAT CEMENT a• CM PER FBC R703.6.1 PLASTER ouwM�r.>DWALL r i I Exterior lathlna and plastering 5 BACKER ROD Exterior use of portland cement plaster `. shall comply with the application 6 B DRYER VENT (BLOCK) I ' Ya' To Ye' MID -WALL =g x requirements of ASTM C 926-12A. WEEP SCREED K. I61 WIDE STRIP SELF ' ADHESIVE FLASHING, CLEAN Installation of exterior lathing and framing i I shall comply with ASTM C 1063-12A. I MASONRY BEFORE APPLYING 6' SELF-ADHESIVE WRB LAYER'(, �; �'. STUCCO WRAP 1j x' FLASHING TEXTURED X. HOODED VENT BUILDING PAPER I WOOD FRAMED FINISH . MASONRY OVER 'QUICK THICK, 3 COAT CEMENT FLASH' f — — — WALL HORIZONTAL WEEP SCREED PLASTER (FRAME TO BLOCK) METAL LATH HORIZONTAL WEEP SCREED WRB LAYER •2, FORTIFIBER PIPE THROUGH / BUILDING PAPER WALL � (FRAME TO FRAME WOOD SHEATHING y w W 0 4 F O 4LLU 6 A DRYER VENT (FRAMES 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER a. WOOD SHEATHING UNDER 'QUICK FLASH' LAYER'(, WRB LAYER 01, STUCCO WRAP CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER FOR BOX INSTALLATION WOOD BUILDING PAPER CONSTUCTIOIJ GUT 'X' INTO � VENT PENETRATION uA� LAYER h, SELF -ADHERING /X\ METAL LATH A SCALE: N.T.S. STUCCO WRAP MEMBRANE FLASHING cMu ti VINYL CASWG BEAD APPLY SELF -ADHERING F 0' RAISED BAND WOOD SHEATHING MEMBRANE FLASHING I OVER BOX AND OVER Ys' 70)5 MID -WALL WEEP SCREED APPROVED WRB LAYER •.: In t— #1 STEP #2 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING I APPROVED -- Z FLASHING 14OUSEWFZAP BELOW WRB LAYER "I, ELEC. METER FIELD 1 STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD room STONE VENEER OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT APPLY Fi0 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. EDGE FLASHING OVER APROVED HOUSEWRAP W STONE VENEER METER (FRAME TO BLOCKS WRB LAYER 02, FORTIFIBER CAVITY TO BE FILLED STEW #3 BUILDING PAPER WITH RIGID POLYMERIC STE #'+ LE ISOCYANOTE-POLYBLEND FOAM Ia ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (UJRB BASE SEALANT AT POINT COATING OVER LAYER 1*1 STUCCO WRAP) THAT ELEC WIRE PENETRATES STUCCO/ C.V. FINISH (SEE TYPICAL WALL evsnly ea LOT SILVERADO LOT #13 BLK #6 PR0jwT# 04128.000-01361 awaRU 4EHB "2605-HAYDEN" GARA[ E 8WING: LEFT PAGIII: WALL ASSEMBLY DETAILS 150 MPH EXP. B ' - APPLY E-Z BEAD SECTION) AF,CHRECT� WRB LAYER 02 (FORTIFIBER - - - - - OVER DMIN BUILDING PAPER) AREA TO RECEIVE METAL LATH RA A STUCCO SCRATCH COAT FELT -PROVIDE METAL LATH SEALANT D ALL X—X—X—X 8 I GOAT OF PAINT WRACK- I JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO `S ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCHIlj -COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN COMBO OR METER CAN AND CFiA SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP #5 STEF #(o RNO93723 NOTE: METAL LATH: LATH TO BE PER FBC ELECTRICAL CONDUIT O ELECTRICAL RECEPTACLE DA i1/7/i7 Q 8CAL18 1 /4"=1'— O" R�m3.C�,1 /ASTM C-84l-m9, MIN. 2.5 LBS, U PENETRATION °�' PER SQ. YARD FUTILITY OR NOMINAL �� LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHING WR5 LAYER -1, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER V HAT CHANNEL J' THICK, 3 COAT CEMENT W/%'T'YPE 'X' DRYWALL PLASTER W SAP. 0 TOP Or WEEP ScREED TO SHEATHING BEHIND WEEP 01-REED 4- POSITIVE DRAIN WOOD SWPAT141W. WEEP SCREED WR5 LAYER M, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER CA$ I I f W, BEAD- 6' SELF- ADHERE IWG AM66-ur-ur-180 CUSTOM FLAr:441W. WRAPPED *Top or WEEP SCREED TO 514EATWIW. BELOW r WRIS LAYER -1, STUCCO WRAP k WRB LAYER -2, rowira SUILDIWG PAPER WRB LAYER -1, FLASHING WRAPPED STUCCO WRAP * COFNER OF CANTILEVER �/2 4' POSITIVE DRAIN AMICO AM&&-WFWC-1 T NO GAP IN FIrLl2 — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.(g) CANT. SCALE: 1 1/2'- I'-V NOTE: METAL LATH. LAT�4 TO 5E PER F5G R-103.(ol / A6TM C-54-1-013, MIN. 2.5 L56. f=ER 50. YARE) (UTILITY OR NOMINAL LATH I)CE5 NOT MEET 6f=ECIFIGATION6) RESILIENT �T CHANNEL 5/8' TYPE 'X' DRYWALL W/TExTURED 4 PAINTED FINISH J'THICK, 3 COAT CEMENT PLASTER - DRIP EDGE INSTALLAT10N W/TEXTURED A PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER — �TJ7 W_Mnr,�T �,Rj TM F� _AT-1 WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SWEATWING (2) 2xI2 HEADER 19rZ--PEWA'9FTz7M,. I1A4m&*-J;f44 (SHOWN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 ILEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) @bRiP EDGE INSTALLATION EXT. WOOD $UE-FLOOR DECKIING PRE-EW.'D TRUSS WEATHER RESISTIVE BARRIER -1 WEATI-ER RESISTIVE BARRIER -2 THICK, 3 COAT CEMENT PLASTER METAL LATH — WOCV SHEATHING V a w-_PmffF1=w-Tz: MT 11191�__. N Z— NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL J' THICK, 3 coAT cEmE PLASTER VINYL COFNER BEAD LEVER DRIP EDGE LTF'--" G E N D DRAINAGE FLANE (WR5 LAYER *11, 5TUr-r-C WRAP) WR5 LA'I-ER *12 (FORTIr-15ER 51JILDING PAFER) METAL LATH X—X—X—x 5ELF-ADHESIVE FL,46HING — — — FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL ISED OF &'PEEL 4 SEALANT Y2- MIN. STICK 0 DRIP SPACE Fi�bM DRIP EDGE To FACE TO TREX DECK Y4'GAP FOR BACKER I h1XI 3/4, PTXCR SIMULATED ROD 4 SEALANT WOOD (TRE ),ILLEP, T CONTINUOUS VINYL CASING. BEAD t i\ � :, WATER PROOFING WEATHER RESISTIVE LAYER (2 LAYER EL BARRIER -1 STICK� WRAPPED WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER WPEEL 4 STICK DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED Or P.T. OR SIMULATE L�=, -114("F'TREX) SEALANT,)J'MIN. SPACE FROM DRIP FILLER, ) FILL CONTINUOUS FACE TO TREX Y4' GAP FOR BACKER YINYL CASING BEAD ROD 4 SEALANT WATER PROOFIW3 lot - LAYER 1" FINISH I AYER (2 LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WIRAPPEE) FROM 3/4 RESILIENT 5 BALCONY DECK TO CHANNEL CANTILEVER VINHAT YL C, J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' T . YPE *X' - DRYWALL - WOOD SHEATHING W/TEXTURED 4 PANT7 ED :7-7 WEATHER RESISTIVE FINISH BARRIER -1 WEATHER RESISTIVE ENT THICK, 3 COAT CEMENT CA 'EM BARRIER -2 PLASTER 4- POSITIVE 12RAIN i ya LLEEP SCREED VINYL CASING, BEAD NO GAP IN II.LZ. (SHOUN FOR CLARIFICATION OF: SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 2x FRAMING MEMIBER -j"THICK, 3 GOAT CEMENT PLASTER 2 12' CORNER BEAD F,46TENED TO 5PEATPING a 11 O.C. MAX, J)R5 LAYER 01, STUCCO LURAP WOOD SHEATHING I. " METAL LATH WRB LAYER *2, FORTIF15ER eUILDING PAPER CO RNER BEAD (�i) FRAME (14A Cc ,!, 2 1/2', !, (FASTENER 4 SPACING 6 1' O.C.) Cmu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY COLUMN SWEATHIW. WEATHER RESISTIVE WEATHER RESISTIVE BARRIER -2 W SAF. PEEL 4 SiICK 1 )�-.3' V FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE Y4, GAP FOR BACKER SET IN PULL BED Or ROD 4 SEALANT SEALANT,Y�'MIN. SPACE FROM DRIP PACE TO TREX UEAT14ER RESISTIVE VINYL CASING BEAD BARRIER 'I WEATHER RESISTIVE WATER PROOFIWG lot BARRIER -2 LAYER (2 LAYER PEEI EXTERIOR COLUMN 4 STICK) COLUMN SHEATHING SAF. ,\PEEL 4 STICK—\ 116' ]V.3' VFLASWIW, SUB FLOOR FULLY EMBEDDED IN ROOF: CEMENT I X 3' 26 GA GALV. METAL DRIP EDGE I)J'XI h' P.T. OR SIMULATE SET IN FULL BED Or WOOD (TREX) FILLER, SEALANT, Yj' MIN. CONTINUOUS SPACE FROM DRIP /FACE TO TIRE) VGAP FOR ALAN OPT BACKE D WOOD SHEATHING WIRM LAYER M, 5TUCC0 WRAP MODIFIED SO WATER PIROOPIW. l6t LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/15' TYPE 'WDRYWALL I METAL LATH W/TEXTURED 4 PAINTED Uk= SHEATHING FINISH J' THICK, .3 COAT CEMENT 4'POSITIVE DRAIN WE P OCREED PLASTER N FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION or VINYL CASIING IDEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP EDGE INSTALLATION (9) COLUMN @ ( TAT P'T " VT A QT-TT'KTrI_� WIRB LAYER 02, FORTIFIBER BUILDING PAPER-----,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER — Co 'SELF- ADHERING FLASHING WINDOW FLANGE WOOD SWEATWING LLlR5 AYER fl, STUCCO UJRAP UJR5 LAYER 02, FORTIP15ER 5UILDING PAPER METAL LATH (E XPLODED J' THICK,, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) WR5 LAYER 02, FORTIFIBER BUILOING PAPER --- METAL LATH 9' THICK, 3 COAT CEl' I-LASTER WSELF-ADWERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @) WINDOW (FRAME, NO BAND) F-A R C N I T E C T 5-1 6 De ign GrZousp0-..a.._ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAk 407-774-4078 wwwAbdosign9foup.com AA #: 0003325 11 M. unorv. & Lo SILVERADO LOT #13 BLK #6 IPROJW" 04128.000-01361 hWDIU, 4EHB "2605-HAYDEN" GARAGM grWINGI: LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B "pmg 11/7/17 8CAIM 1/4"=1'-0" alum" WA3 WOOD SHEATHING —� WRB LAYER •I, STUCCO WRAP WRB LAYER I'2, FORTIF15ER BUILDING PAPER — METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD —jam DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP x WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH —!EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER h, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPERY METAL LATH �\ THICK, 3 COAT CEMENT PLASTER—� 6'SELF-ADHERING FLASHING — DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP X WRB LAYER 02, FORTIFIBER BUILDING PAPER " THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y♦' GAP TYP 9' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER s STUCCO TO SIDING TRANSITION FORTIFIBER WRB LING PAP, BUILDING PAPER SIDING- WOOD SHEATHING LUOOD SHEATHING WRB LAYER h, \ \ WRB LAYER h, STUCCO WRAP STUCCO WRAP — CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL d STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 8HEATHI]TIIE UEATHER RESIS BARRIER -1 WEATHER RESIS BARRIER -1 x T Yl LAP / \ 6' WEAL / / I FLASHING 6'SELF-ADHER �- FLASHING 0 UEAAIHER RE818iIVE BARRIER 1STARTER STRIP\ tLEATHEIR RESISTIVE BARRIER DO NOT CAULK \ LASHINGDFERINGGALV'D METAL GALV'D METAL 'Z' FLASHING'Z'FLASNMG SEAL OPENING OOD TRIM 1•'EMBER , SIMULATED U1bOD TRIM MEMBER \ `SEAL GAP UUCAULKING \ / OR APPROVED SEALANT \ aceaING SIDING TO STUCCO C BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R103.(o.1 / ASTM C-841-01B, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01 WOOD CONSTRUCTION BEYOND ! STUCCO IURAP WAD SFIEATHMG _ WEATHER RESISTIVE- I -i a BARRIER I UEATHER RESISTIVE— ! BARRIER -2 " UJRB LAYER #2, FORTIF15ER XREVEALPBIDMG :+ BUILDING PAPER LRNd.ADHERWJG— [ ! METAL LATH STARTERSTRP— ' ) DO NDT CAULK OR— �W -- (EXPLODED a THICK, 3 COAT CEMENT VIEW FOR PLASTER GALV Z' FLF CLARITY) Yf X CASING BEAD Cab RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2"= I'-O' 6' SELF -ADHERING FLASHING WEATHER BARBER WEATHER BARRIER -------------- SEALANT a I i i I WINDOW FRAME — I WEATHER RESISTIVE \ BARRIER N TO LAP \ 6' MIN. ABOVE TOP 1 OF W FLABHMG `I—UEATHER RESISTIVE BARRIER 'I UEATHER RESISTIVE / BARRIER -2 / / GALV'D METAL 'Z' FLAS4JG QO NOT cAULK OR RESISTIVE 'I TO LAP IOVE TOP Aww. ' X 6' SIMULATED '>OD TRIM MEMBER WEATHER RESISTIVE BARRIER -1 (u)/V FLEXIBLE P/C BACKER ROD) SIDING TO STUCCO \—WEATHERRESISTIVH ® FRAME TO FRAME BARRIER ��,� TRANSITION 1J ----------------- SEALANT WINDOW FRAME THICK, 3 COAT CEMENT PLASTER METAL LATH ' a WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3/8' FLEXIBLE PVC BACKER ROD) WRB LAYER •I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY -- -- -- -- -- -- -- -- -- -- -- i -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -_ Y4' GAP TYP }' THICK, 3 COAT CEMENT :ASING BEAD PLASTER TO WINDOW � METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL t STICK WINDOW FLANGE OVER FLANGE :: E-Z BEAD VINYL CASIN In 2X FRAMING -- lW/3/s' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------------- E2 BEAD �TINDOW CASING ��A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO El:�, - - •try SELF-ADHESIVE FLASHING — — — — ARC N I T E C T a 6 Design Groul n- 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003326 E rn m U w 0 ti A A aL [a strsDiv SILVERADO LOT #13 BLK #6 P1oiwC 04128.00 —01361 MOD�Ls 4EHB "2605— HAYDEN" GAUAGN BWXKG- LEFT PAOIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ' 1__ • i. •ic�� rpluNT DA11/7/17 SCAM 1/4"=l'-0" aknow WAS CUT HOUSEWRAP AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL SELF -AC FLASHING NAILING JAMBS EXTEND I' BELOIL FLEXIBLI IDO NOT FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(0 TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R NSTALL b' 5ELF-ADHERING -LASHNG OVER VINYL HEAD -LASHING (WITH END DAMS) NAILING 'LANCE EXTEND _ SELF -ADHERING -LASHING I' MIN 5EYOND JAMB °LASHING NSTALL VINYL DRIF :AP STEP 7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDCsES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS Tb FLASHING AT THE FOLD DOUN DIAC.0 ACRO WINDO 1PPLY 46, :ONTINUOU �F SEALAI, AMES ANC 4PPLY TO IINDOW NA LANCE IN RE-PUNO TOLES OR 11DE ADHESIVE — EXIBLE FLASHING VER DRIP CAP ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS O1� (FULL WRAP) SCALE: NTS STEP 9 INSTALL PLUMB, I AND SOL MANUFAC WRITTEN NSTRUCI APPLY MEMBR,4NE FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY Cr ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS I WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINT DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE, WINDOW OPENING A R C N I T H C T 8 Mae _.iLn PH: 407.7746078 FAX: 407-7744078 www.abdeslgngroup.com AA fk 0003325 F V y �i 0 8 ci y O F O h v J u �VHDIV. a LOT: SILVERADO LOT #13 BLK #6 PROJZCCT 04128.00 - 01361 MODMI, 4EHB "2605-HAYDEN" OAItAGZ OWING, LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING M MPH EXP. B ARCHRECT: STATE OF FLORA p 01 ROLaw A ABOUCHACRA AR NO 93723 PRINT DATM 11/7/17 8CALRk 1/4"=1'-0" oklx T WA5 ft —2x(o 5U5-5ANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK —DRIP EDGE I\ I\ METAL FASCIA WRAP —71/S' TEXTURED I \ FINISH Q WOOD I \\ 1/2' TEXTURED II \ FINISH gCMU / \ \ / \ 2X6 SUB BAND)/ METAL FASCIA \ WRAP Ys' FROM \ STUCCO, I' FROM \ --- WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®FLAN A 1/S' TEXTURED FINISH s WOOD, 1/2' TEXTURED FINISH • cm METAL LATH CD SHEATHING T1 WRB LAYER M, STUCCO WRAP(FRAME ONLY) WRB LAYER "2, FORTIFIBER BUILDING PAPER (FRAME ONLY) `r1T �_� ` ROOFING CEMENT DRIP EDGE METAL KICK OUT ©FLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL N07 INTO STUCCO) 11/6' TEXTURED FINISH A / WOOD, 1/2' TEXTURED / FINISH * CMU 2x& SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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 (o'-S' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 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 /h- J SUB BAND DETAIL C6) WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )/4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND LUIV2'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 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 W/lY'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY Deign GroEC 2A41 N. HUNALU I A"N e:LVU. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AAf:0003325 w w 0 O 0 0 SvmD:v. sa Lo7i SILVERADO LOT #13 BLK #6 PRO"= 04128.00 —01361 HOD7.'Ii 4EHB "2605—HAYDEN" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCMTECP STATE O-- FLORmA ID A 11/7/17 RIIIIIIIII'r A 6