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HomeMy WebLinkAbout36048 Carriage Pine Ct• s e u r r a e v e • 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: A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW BY: 4EBB 1828-CAL19' 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITE • FLORIDA BUILDING CODE, RESIDENTIAL 5TH EDITION (2014) •ALL LOCAL AND STATE CODES •OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE — B •I —STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC LIVWS 1828 50. FT. &ARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT ABBREVIATIONS MY. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AN. ADJUSTABLE Y.C. YEDIC]NE CABINET AT. ALTERNATE Mm MANUFACTURER AMP AMPERAGE ION. MINIMUM BD. BOARD YID. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEDING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.C. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL RA.C. RETURN AIR GRILL OR DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXIT. EXHAUST SLY. SIMILAR EXT. EXTERIOR SL SLIDING R.C./FX . FDIED GLASS SL GL SLIDING GLASS F.C. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL Fm, FLOOR SECTION FLUOR FLUORESCENT SC SOLD CORE FR. DR. FRENCH DOOR TEMP. TEMPERED CLASS FTC. FOOTING THE. THICK GA. GAUGE T.D.C. TOP OF CURB CAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TyP TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB 1. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT NOW WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT ]NON C��- C_i�_ C::�-f BUILDiNCI SWIM CCta- LY' 'ITM ALL rV,, ;4,1ILDIl'3i, ELECT�J1 r.• r1,o,Jiv f�R1G AND MECRANICAL CODES. j+)M,F4! -1,0 IR ELEVATION SHALL COMFI ? •';�` rat EERY% I3'il(ir4 AM X' m;t 0 iY OF LEFHYI:BILL& ORDINANCE. REVISIONS REV. I DATE DESCRIPTION REVIEW DATE: I }6 CITY OF ZEPHYRIiI BUILDING OFFICIAL INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG IB—LINTEL SCHEDULE PG 2 —FLOOR PLAN PG 3C—FRONT, REAR, LEFT & RIGHT ELEVATION "C" PG 3C.2—WALL ASSEMBLY ELEVATION "C" PG 4C—FRAMING PLAN ELEVATION "CL PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6—MECHANICAL PLAN PG Dl—MONOLILTHIC FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3—MONOLILTHIC 1—STORY SECTIONS PG D4—MONOLITHIC 2—STORY WALL SECTIONS PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL LISTING PG WA1—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 L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-8078 FAX 407.774 4078 w .abdeslgngroup.com AA #: 0003325 F w 0 4 0 F 0 F. Z m 6LTHDIV. ao LOT. SILVERADO LOT 8 BLK I 04128�.0101-08001 m0pzX4 4EBB "1828—CALI" GAR,AGIC IN IIMO: RIGHT PAGE: COVER PAGE 150 MPH EXP. B ARCHRECT- STATE OF FLOE A m DNINT A 10/21/16 . IDCALf 1/4LL=V—O" LSHL`DT ,► C 1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCRti STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) 1. SLEEPING ROOMS 30 IL ATTICS WI STORAGE 20 III. ATTICS NOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 10 (PSF) C. ROOF LIVE LOADS R301.6 1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I: FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED MILT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY 11 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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, CRY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM G33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/.'. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Y..'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) E. APA-THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' CDX PLYWOOD. 5/8' COX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 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 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 10. FLOOR SHEATHING SHALL BE APA RATED'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. EDITION (2014). 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/7 CDX PLYWOOD SHEATHING. MASONRY 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM CW06b, STANDARD 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F' n =1500 POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALLCALCULATIONS WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. CONSTRUCTION. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 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. 8. 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. 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 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1. 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID NOWMETALUC 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 R3026: 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,,INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982. VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSI/TPI 1-2D07 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID 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 16" ON CENTER 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 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6'- WI A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-W,R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER Y. D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS 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'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH 1IW 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). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS F 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 CYTCDIAD ca11Muce 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15 A R C N I T E C T S Design Grou l� i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F y 0 0 F 0 zm - POOR a LOT SILVERADO LOT 8 BLK 1 PROJECT 04128.001-08001 MODEL: 4EBB 1828- CALI" GARAGE mWING: RIGHT PAGE GENERAL NOTES 50 MPH EXP. B ARCHITECT STATE Of = FiOPoDA U V pan4rr '""N DATM10/21/16 =A=: 1 /4"=1' - O" 8*9mw GN 24'X24'XI2' COP PAD W/3-5 BA E.W. ON CHAIRS MIN. 3' COVER VTR KITCHEN VTR SINK W/ In' 1/2 AUTO VENT In'-� I �\ I/2• In•7�a .h In ''1� I/2' WC r I I/2• e � ' 2• I I LAV •?,In•-t LAV II 2 I I 3' 3' 1 In SHWR 2, n WASHER TO AINr PLUMBING RISER MArPAM 4 B C. Zg DI I DI TYP. DI 4 0o o w S°AB■ I I E TYP. `�! DI 0 T—m I 0'-0' ELEV. I \ I-0". DI FIN. GONG. SLAB \ ■ I I I 31n' ■ � I ' ■ ■ - ■ ■ 4' CONC, RE INF. W/ 6'x6' �p WIAXWIA Ullll ON 6-MIL POLY- rI I— ETHYLENE vAPOR BARRIER ON - - 10 WELL -COMPACTED CLEAN FILL EXTEND DI DI TERMITE TREATMENT SHALL BESLAB 1 ■ 1 BORA-CARE I � I I UUUU I ■ � \\ �I% 1 I ■ I \\y ■ r -I II e a�l I °o SHWR AN I OPT.L Jl_JJDWJ I REF I II SINK ■ II i' PVC CHASE II iF _ O ------ �t II■ L - - J FOR ELEC. TO I I ISLAND P4W.E ■ 2'-9" 3'-6" 15'-10" I'-5" e Ell m I ■ DI ■I I DI EXTEND F )F, -I I ( SLAB 1 In' I F HB ■ \ 4' CONC. ■ I3 In' ^ ,.\ _ 2X6 WALL _ I 4' PVC \ SLAB CHASE cr°�1 I G i I l ( 5 BOLLARD AS REQ. / LAV. DI PER BLDG. CODE \ \GOND. j m I EXTEND END OF PVC .\ I I CHASE UP 12' ABOVE J ■ \1 _ I COND. CONC. PAD TI N I W I• m EXTEND W SLAB I In' p m e -.3 1/2' I N I S I ■ DI I OL 0'-O' ELEV. I ■ ■ I SLAB ■ FIN. GONG. SLAB _ S I u I DI 8 L5 In' DI I . J JIM ■ ■ 4 I DI DI DI 6 .. 3' _41. 2'-S" 16,_01 2'-1" 2, 14-0. 4'-4' 21'-4° _ ----.__-------------------- --____._ .._ ------ AIC UNIT FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3II3.1 OF THE FBCR 5TH EDITION (2014). MCURE STRAP TO INIT W/ (2) -6xl 1/4 SHT MTL SCREWS SIMF'SON WB ROLL TRAP OR EQUAL SECURE STRAP TO CONC. J CONC. W/ (2)-3/Ib'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE A R C N I T E C T 8 5 Design Grou .!. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 b y w w 0 O F 0 m N V a A 9UnDIV. a LOT. SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 MODEL: 4EBB "1828-CALI" GARAGE 9MIMO: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DF-pR�A10/21/ls I (CALM 1/4"=1'-0" EIi�EET 1 1 DOWEL PLAN A R C N I T E C T 8 1 6 Design Grou l� Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003325 A F y V O F 4 V h W O F C Z 41 9UDDIV. 1e LOT SILVERADO LOT 8 BLK 1 PROJECT 04128.001-08001 MODEIt 4EBB "1828-CALI" GARAGE BVFMG: RIGHT PAGE DOWEL PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA D AMIM 10/21/16 SCALE: 1 /4"=1' — 0" SHEET IA SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR A" PRECAST A PRESTRESSED ULII �BI SAFE LOAD - POUNDS PER LINEAR f00T TYPE ea!!3lu2a1NN0•9 L2E4-N1GTN e444Fi36elnl1qme5-iara1s eFl9ablNebRlb2b-3m!b eeFIseSaN39an411N-44s -a95bI 4PRECAST 2231 ►va-ba9aa1 95e44anm11,l 4t i1I19mEp09l8l0S999ab24•• IAIroessmpeIa0n6M- 3'-6'(42')PC2211 Hs11,»e 4'.0' (48') PRECAST 4'-6' (54') PRECAST 2M 4n9 .0 »4T My N214 Hems 5'-4' (649PRECAW 12n N!e ie99 ]N0 3n9 gall 4249 W9 9aaD 5!a! »4 1 54-10'(10') PRECAST 1061 n! bat 2mle ]9n !aa'! 941a NSI ]lU {um 1 io 1W V-6'(l8') PRECAST awe n3e n3e 2m 2m l4em 3a•a !o!I 93m nisi teem 43s! 9NI 1'-6' MV)PRECAST 143 LpI nxa by 915I AaN wl rn9 2N1 3e'2 rieN BNl 64 9'.4' (ID') PRECAST 564 •a9 lag afm naa Yr29 W3 2N4 Seel 34N Yb 99a1 10'-6T12W)PRECAST 415 9M ►9a na1 fOl9 nl1 ]M9 293E rs! IN2 e! ]m9! xiN s»s 11'-4' (13W)FRECAST 3-62 SN 9H tlea la4l 1N3 !nl 46N ae2 9M eN a4l 24b 9e1 4mN 11'-O'(144')PRECA87 33l '� Sam sv ev I2S4 la•4 aa4 2b9 2ltg ]a69 2•os x9x 3992 13'-4'(I60'.PRECAST 256 4ll nI l ,se 1a15 ID» 1421 we Is9s Tab 2!M 2ee3 2899 I4'-0'(168•J9RECAST 219 174 l66 16'Ot tab I191 2nl 26l0 442 lea IL'a] 132E lean xQl 2690 14'-8'(nb') Mlell! Np- !le Me NR NR ]!! NR Ne +N la3 ula IAm! a.a ]9rT nn 15'-4'[IB4') Mee NR Na Na Na NR an lie Qw nu 2320 258 IT-4' (20V NR 3Lm 936 990 D26 14W W9 2641 19'-44(2324)M T"ii1`4C NX NR w w IR 235 40 150 10lt nee DB n1a 21'-4' (1%')Free NR NR n! NR tat 14R NR NR b!m 940 59p bH 1114 1.999 IK8 22'-0Y264')M9w16se• NJR M •R NR NR tM !I9 99m 1M twl nb I•J99 74'-0f288')--I NXt NR NR NR NR Nt NR NR 4ARP400 R SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH eFan III e>'ll-n eF2m-rc SF24-IT Mli-Ir MU -IT Ya-]1 rn-21 V*-2T 0.2 Vu-v tl28-T ovw2T 3'-6' (47') PRECAST -1 xb» -1 a- .2-.. 1e91 669 ] 4 4994 9]69 I 4'-0' (4v) PRECAST na3 2909 90a0 305 010 5315 bm19 I ! 2 96a0 90a 4D16 93]9 6019 PRECAST Qai ]mat 21a1 3--3 -1 5319 Hal ] ]l01 3315 4643 alll 53» W' 4' (64') PRECAST we nB ale, 2-3l99 39a1 aSn n6 a 28la 9a9! s9el 22 PRECAST 8al 2999 9 36 4133 !fs 1.1 2N0 2999 9161 3620 4D3 6'-6'll8') PRECAST a 2 9»i $1. 1 Rae 2 3Yi 1 31m T-6' (90') PRECAST 121 IN u2 m 2 171 4 24 26A 2426 9'•4' (IIZ') PRECAST SaJII uII 16 591_.ftL b 14u Is9 2en II1I2{0I'-''-'-4•OO6' '((((DI1I6%4648'''')))1PFPPRRRREEEECCCCAAAA9999TTTT aaa4!is6mms b ISS N n e9. Iu6 Nmnv 2WIae0b1Sa3 5 44 ao ME wn633 W7 b '' t0 I21 936 03 40 Na IS'-4'(0'JPECAST s 124 a re,3 In J m San14'-8'(Il6'/MCbTRe L'•' tab S!t 3'!D N! ry N9 9» _.Lambij Rw IS' -A' (IB4'1 Means! a4 l l I 9II Il'-4' (208')ME8111E 2 I l96 bl! 19'-4'(131')Mee 132 r] D66 215 9q lam wl xl n11 l4 Nv 11'-{• (25*')FItEa- lee 12 .2 3a9 2ma 2!2 3m1 .13 6] 3Ya Dal e4 vI 22'-O'(264')PREelae 1s1 21 M 2 !ee !» !l3 462 N -imm a93 24'-0T2EV)Me6ntE n4 64 M m all 9b 342 499 Ib 4at »l % l Cwaw�••n SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH . as eRu .1.. elem- eR+.-b b awn- wv- x- 4'•4' (92'1 PRECAST N39 na3 3999 92em 1949 -1 a- 11 9i 1e91 N99 63N ea39 emem 94» 1oex+ 4'-e' (54') PRECAST N94 3•J9D 4aM 4 19a1 nN as 92m1 N99 ealm 94» 108a3 5'•e' (68')PRECAST o nla nK 211 2e39 34a2 39N eN 1 24e1 t - 19n vw 9'-10'(l0')F^I9EGAST mm lea I.59 b00 2n4 649 3n4 91a6 all 2342 4242 bl l 81 b'•8'[80')FRECABT lal m25 9n0 501E ll4l 9441 1960 Wb 9n0 5dG 1919 9f19 T-6' (90')PRECAST N�a•b' 2-9149 91219i3 N9Na0 IN 6 51431 (116') PECAST 41-091 n SeV-8' 291 4190 9e9I, SAFE LOAD- POUNDS PER LINEAR FOOT TTF'E LENGTH 4'•4' (52') PRECAST all - - 2N2 1 9694 3»I]r 4419 9Na] !O IN• 2N2 969E 3»I a4N 514m 4'•6' (B4') PRECAST Nl 40a aV M11 Alan a2» 49a9 Nl I•W all ]999 9601 .19 4949 5'-8' (68') PRECAST » nag n91 3!]l 2a94 996] 99N e» ne9 Im M26 2Ma !3N !9u 5'-10'(l0')PRECABT a9D n0'1 nN 22Y9 2119 92 2T99 •e9 n93 '_ 2299 2,13 !)se 21a9 (80')PRECAST 910 929,v Mob 24 m !.3 910 16ea e'.O 19ea ]a29 2e» l329 l'-6' (9D'J PRECAST 5N la] Ca4 IM 2 2N 5N Ns bl4 ro5 2W 1 25O1 291e 9'-8' (116') PRECAST 9b nT] ] 9'2D Sae I III It3N Iw I2C1a 2331 L- 3 S L- 4 l2) 3052. (2) 3052-SW EGRES LANAI LIVING8 LROOM G. I i OWNER'S I ICLG. 6068 SGD. V-13' -- L-6 ROOMG � I i 1 no O F------ 0 BATH W.I.C. 8'-8' CLG. 8'-8' GLG. �• • • I I I - - KITCHEN r--, 8'-s' cLG. LAUN. I I I ------ GLG, L__j I I PAN. CLG. I I -- C-0 I BD DEN#4/ II O 00 Bw 11 11 mw BDRM.#3 11 r------I oO II F07 O O II 11 II I I L ----- i • BATH #2 GARAGE _Y.1nvc1T3-- 8'-8' GLG. BDRM.#2 3+ems I ENTRY L-7 8-8 c G. (2) 3052-SH _ ---- ------------- L-3 a G LINTEL SCHEDULE 4^=44111119111111"111"t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 I1'-4' BF28-15AT L 2 4'-6' 8FI6.05/IT L 3 1'-6' BFI6-I15AT L 4 II'-4* BFI6-IBAT SFI6-IBAT 1'-6'OF24-IBAT 4'-b' BFS-IBAT ABV. DOOR ASSEMBLY, BOTTOM OF LINTEL a 8'-0• AFF. Ke'-4' - - NOT USED 6. - - NOT USED - - NOT USED L 12 NOT USED 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 MATERIALS 1. Ye e' Imtel 4000 GENERAL NOTES 1. Provide Nil - bad and heed Jomta. s sere load reunngg based on rational de•19 a elyal• pe n•I SAFE LOAD TABLE NOTES I. All v II,a a based on nlnM.el 4 Inch 1. F« coryloelW Imul blgMe not shawl, TYPE DESIGNATION pretest pal pree4aasad IIMot • 6000 pal I. SY a rifled IlMeis • ragutred. ACI 318 and AC I 530 rgInIIIeI bearing. we fe bed hen rrM T IIaIgM1t Mroun. 3. CraA pr A9TM C416 ng 3000 3. ImulNUon of,-,. nwt cory]y with the ardvtacNral 10. Tho azte W I,Waos of Inman• 1M 11ed In gnarl« cenoete well• shall haves a teat r .facto Ilatl m acc«danca aorlry M19 a app SEE SAFE LATERAL LOAD Ezc Vpu Sa a IoaW f« i nllad 11-1. rust 8. For Im t. Iergtha rot dloan, Ise safe bad F .FILLED WTN C,IBCIn / n N•FILLED 11I- p•I r✓ Mzlmun 3/8 Mlrh eya a f H o II inch slap and/« avuc I dooalerlu. A. J-L.W. are eN u/ac red wl h 5 J' Ions no dw at wllh ABTM C-296 d olM wad mall •PPre ^9• II. Limns loaded •Imu1 a eoua IW ve ic�l ( A! gavty« be "Af"d by 2" Ir baarm9 Illghl Ia TAMES FOR LOAD RATING «• an l Vl tr dr•. FOR EACH ADDITIONAL hen Mzt IOnge t brC)th sYtlan S All safe m nns of pounds pe IIMer bed• p11ANTITT OF 9 AEBAR AT Z �pOT gy OF LMTEL CANTT 4. f erete Maspry IYIu ICMUJ per ABTM C90 wenmiM•n net area U+e ends to aeeeal - -1-1 all rom/erel j end BrwU j. 5. Rafmanee the CAST-CRETE Lead Daflaetlon baph brodvs y>Ilft) and horizonlel llelselJ IoeW eFldlld be dacFnd r« the cw61 beding wllh il'Ie fol lwmg ogwt(on: READ CM KLL 2. NR •Net Reled 3. Sara bads era •y arepe•etl allauebb baa4. feot 10. All safe bads based on Ompiy sµDper I ealpassfw a Var191h . F30D pal 9. Rabar par ABiM A6B grads 60 f« IIMeI darleetbn bf«natlen. e. Bohan Held adtlad rsber to ba beelatl et tfr bettam O ,aE a. Bern IeaM based Sr da 40 « grads b0 nald rater. .pen. II. Tha rrn9x m w the pare ,. f Q,= I /IC/ _ f2 / I T CJ LJ T l e. Pra•Uaaa Uerd ABiM A416 I^9 • Pb of Um IIM•1 uvit . 3 gT2211ed vsnlml bed• ,aeullad hvl:aeel load 5 I0 Sara Safe h«IzoMal /t' CLR TYP B. Ona ^ rater N ba •ub•llWtetl fa two y IMbatM the t raduetbn F« da 40 Peroae Ya 4 da 210 br rotezetbn 1. Mater par A91M =0 Ups M « S 1, t132' dlanals afro •L1mlps era arldad to IM botian ataN r« nadleNul eMva9b vstlul load bed pee y can 12. Addit=1 4 Wal bad ee It be (2) S REBAlt S ratan m 8- Im1Na only 1. TM drlr-{Ir nay evehalw mnc ,Laol neld eeead rater. rz VIa T-6' Ii-i tq» 8F32-S safe OnAMItt OF 9 1 L REBAR AT TOP 9 a ' S. UK-m- lau �alaal. ne b. idstl In its IIMaI P 9 prow oo•po• ebubrd by Ua dNignr by Providlrl9 edditlenal ralnr«lad GRaO « CF60 bac4 hen By ufe Idd lWM• by gevny bed • 6412. w/ SE NpiNAL IEK L m eau or corlrnate ns•eRy Inh•. eawne n%= stow the Imul. Sea devil et rlgtt, Ula+l{ung the mezal9al rYl•tlrlg Hans+ .ne .II..r .t d..�e� Hall re�a or annert. raductlonDb4l2 (BS) . 5501 pif NonellAL ueorH A R C H I T E C T S Design Grou ID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAIL 407.7744078 www.abdesigngm roupxo AA R: 0003325 h W 0 4 V a R A 3 n N V a U A BOSON a LOT SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 MODEL 4EBB 1828- CALI" GARAGE BTIiMG: RIGHT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCHRECT. STATE OF FLORA T fe V Y -s RAT TOP N?vREOD I. MI(I/ I I -I/!' CLEAR ` AR NOW 23 i cnu DATE: 10/21/16 SCALE: 1/41I=11-On 7 REBAR AT DOTTOM OF LINTEL "VITT BOTTOTRE3FORCMG PROVIDED M LINTEL (VAREBI COW01131T NO CLAOpq YMD LOADS RAW WD EF'OM E FOR S SECO10 GIBfB OFEWO NO TYPE SWNE FOOTAGE LIE =WHVW(PU RBJAFK8 MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IB 5 24/-31 DR. MIN. CRITERIA S.GD. MIN. 41 5 22/-28 CRITERIA 160,70 O.H.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=Il, EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 TED OF THE FBCR 5TH ED. 2014) TO ME�ODA7ETO7 ALLOWABLE OR NOMINAL D LOAD VALUM HE PRODUCT MANUFACTURER. SQ.FT. CAM'S LIVING 1828 SQ. FT. _4 GARAGE 430 60. FT. ENTRY 16 SQ. FT. !0'-0' I,_0. 9'-4' 16'-0' 3'-4'� LANAI 88 50. FT. TOTAL 2362 SQ. FT. J 3052-5N (2)3052-SH EGRESS v— — — — — — — — — — LANAI LIVING ROOM o I 8'-8' CLG. I 14'-2" EXTERIOR MASONRY I OWNER'S WALL BRG. HEIGHTS 6068 SIG.D. - s SUITE ---- -- 8'-8' BRG. DINING ROOM �ro 2X8 e 8'-8' CLG. :E _ B ti v 01i 4'_8" 6'_2" � _ 1, 0 4'_8" 8'-0" � 1 V. TOP PLATE 0 IR-ISH O m J �• ,n v. =I W.I.C.BATH a e ml '-8' CLG - 8'-8' CLG. -1 0 a I KITCHEN v I-8' CLG. — --- — �—�' 6'-8' _ R'•-4 v 6'-0. _36'Sx60' H BAR DETAIL -- i - I OPT. L - - _ i0 ti SNWR PAN _ I REF I b24 51WC - R-15FI L'-m-J2�_8. _ sb36 '- ----- - I'-0' B — 5'_-s' 2'-4° 3'-6" LAUN. I `aa I 2-8 8'=8 I O 31 T! PAN RANGE CLG. � - A NI . b36 0 CLG. I ~ I I ?8 m m m m O -- 1 V ARC .y� I ��I I BDRM. #4/Le.1 SECti' C.I Iv.2'-43,_4. ,_0. � .._— /��9Iv �` a ti� a e ARCH BDRM.j iN i is 1 f FAi R A� 8'-8' CLG. Mf O m r 22'x94' l — -- � ACCESS p ! 3 4 6 8 L 3 8 I m' 5. 4 BOLLARD uiBATH #2 s B PER SQLOG. 8'-8' GLG. Ilan CODE -- - - ti' c GARAGE ro V. - _ FOYER e BDRM.#2- 8'-8' el ! ARCH ® 8'-0' m - m h MT 36'/ XI0'TRANS. ! OFF. I ENTRY 514 CsRE55 I I6'-01-X1'-O-OHD.- - - - -------- 2'-8^ - - _-_.4'_0" - 0 3'-10"6" 2'-8" 4 4 2i'_4• - FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE TI.IERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) FSCR 5TH ED. (2014). a d DaARCH B ocAl A R C N I T E C T E 6 Design Grou 12.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 F w y 0 4 U 4 INw m SU13DIV. ! LCT SILVERADO LOT 8 BLK 1 PROJECT 04128.000-08001 A[ODEL: 4EBB 1828- CALI" GARAGE OWDIG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B ARCHITECT STATE \Of-- FLORA pvnrr DATM 10/21/16 SCALE: 1/4"=1'-O" BiIEET 2 SHINGLE — ROOF DECORATIVE FOAM DRAIN TILES �T V -V BRCS. HGT. O. 16'X60' FYPON DECORATIVE SHUTTERS OR EQUIVALENT- v 4' RAISED BAND (TYP.) 0'-O' FIN. FLR a/-IS'-11' BLDG, HGT. 12 4' FRIEZE BAND 8'-8' BRG. HGT. I' 0'-0' FIN. FLR 0'-0' FIN, FLR. FRONT ELEVATION OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH TD. GALGS - OFF -RIDGE VENTS ONLY AREA OFATTIC = 2364 Sa FE. NET FREE VENTI LATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 2364/300 7M VENTLATION AREA X SO, INCHES PER FT.(144) = 1134.72 SO. IN. MIN.REQUIREDVENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 56736 SO, IN. OFF RIDGE VENTILATION AREA = 1155CL I N. PER VENT 56736 /115 TOTAL®OF VENTSREQUIRED = 4.93357 TOTALNOF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMETER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED -" 8� nDECO. DETAIL SCALE: 1/2' = P-0' REAR ELEVATION TEXTURED FINISH I 6 },8'-8' BR.. HST. I'-0' - _, 1'-0' "El RIGHT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 1�6 0'-0' FIN. FLR. 8'-8' BRG. HGT. 8'-8' BFW- HGT. I -m' v 0'-0' FIN. FLR LEFT ELEVATION TEXTURED FINISH 0=0' FIN. FLR A R C H I T E C T S 5 Design Group".- . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA N: 0003325 W y 0 h O F 0 m EIUBDIV. a LOT: SILVERADO LOT 8 BLK 1 PROJECT 04128.000-08001 MODEL: 4EBB 1828- CALI" GAP-tOE 81r MG: RIGHT PAGE: FRONT,REAR, LEFT & RIGHT ELEVATIONS 150 MPH EXP. B ARCHRECT STATE OF FLC*MA S ,'- A DATE: 10/21/16 SCALE: 1/4 17 1'- 0" MEET 3C A R C N I T E C T E l FRONT ELEVATION RA9 TYP. REAR ELEVATION aiY TYP. I RIGHT ELEVATION TYP.) I I LEFT ELEVATION r-fI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA M: 0003325 F REAR ELEVATION aiY TYP. I RIGHT ELEVATION TYP.) I I LEFT ELEVATION r-fI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA M: 0003325 F Z y w 0 V y Fo 4 4 O F O ZU m 0 N rc V K Y a 0 U SILVERADO LOT 8 BLK 1 PROJW 04128.00 -08001 MODE>.9 4EBB "1828-CALI" GARAGE 91WMG: RIGHT PAGE: WALL ASSEMBLY ELEVATIONS 150 MPH EXP. B ARCFiTECT: STATE OF FLORA ?_'girl n DRurr AB,. 10 /21 /16 aC,%M: 1/4"=1'-0" aHEEr 3C.2 of .. _ DENOTE RAT RN • IO' 0/C MAX — = DWM 2)* 51RNZACX a W OTC MAX ,;;� I i �U��IIS71■�{I�I�I���WW��� WI II--1 " II II r77 II --- II II II I I I n i I _ = r I II 4,e l 4�C _ = N "U1 WINNOW II II II II II = AI2 A8 I I ae A6 J--- ------ — = u = A2 -T— 22T544 7 — - ACCES5 tiA A� A� All A13 O AI5 FRAMING PLAN CCA 01/14/14 A R C N I T E C T 3 5 Deso.a. Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 F h W 0 4 0 0 m SUSDIV. de LOT. SILVERADO LOT 8 BLK 1 PItOJEC 04128.00 —08001 MODEL: 4EBB "1828— CALI" OARAOE SYIING: RIGHT PAGE: FRAMING PLAN ELEVATION 150 MPH EXP. B CCA ARCHRECT. STATE OF FLOPoDA ORMT DAIM 10/21/16 SCALE: 1 /4"=1'- 0" SKEET 4C CONNECTOR SCHEDULE CONTROL DATE=01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-16 1400 (1) Wd x 1 1/2' I -FLY, (6) 16d 2-PLY, (USP: (10) Wd X 1 1/2' - NO 16d OPTION) (2)META-16 1985 (2) VITA I6-I8 2800 (10) Od x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2') 1900 (14) 16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1615 (9) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: (W) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 HTA 20 1615 (W 1Od x 1 1/2' 1-PLY, (0) 16d 2-PLY USP, (10) Od x 1 12', NO Ibd OPTION >- (2) HETA-20 2035 (2) PTA-20 3110 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 2500 (12) 16d 2-PLY (USP: NO Ibd OPTION) Z O LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 114' TITEN, 2 PLY (USP: BILK (5) 1/4' WB, WOOD (16) 10d V) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 OW - 10d x 1 1/2, 1 PLY Q MGT 3965 MUGT 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. W EMBED), (22) Od TO WOOD CUSP: (28) Imd TO WOOD) 14ST-2 10900 HUGT-2 5365 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (if.) 10d TO WOOD (USP: WOOD (6) 10d) HGT-3 10530 HUGT-3 S365 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (16) 10d TO WOOD CUSP: WOOD (8) Wd) LGT3-SDS25 3285 LUST-3 5330 (12) $09 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), lib)-SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 I595 (14) 101 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) HTS-16 1150 HTW 16 1660 (16) ICOd x 1 1/2' (USP: (16) 10d x 1 12', (16) 10d) HTS-20 1450 HTW 20 2045 (24) 10d x 1 12' (USP: (24) 10d x 1 1/2', (20) 10d) HTS-24 1450 HTW 24 2045 (24) 101d x 1 12' (USP: (24) 10d x I UV, (20) 10d) LSTA-12 + '325 LSTA 12 910 (10) 10d USP: (10) 10d LSTA-18 - 1235 LSTA 18 1360 (14) 10d USP: (14) 10d MSTA-18 ++ 1315 MSTA-18 1315 (14) 10d USP: (14) 10d N MSTA-24 +• 1640 MSTA-24 1150 (15) 10d USP: (18) 10d CL MSTA-30 « 2050 M5TA-30 2140 (22)10d USP: (22)10d < MSTA-36 . 2050 M5TA-36 2525 (2( )10d USP: (26)101d (-- M6TI-36 3000 KSTI 236 3090 (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2' N MSTI-49 5065 KTSI 24S 4250 (48) 10d x 1 I/2' USP: (40) 10d x 11/2' H6 950 LFTA 6 1595 (0) Od TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2', (I6) ad) SP4 885 SPT 4 S45 (6) 10d x 1 12' TO STUDS USP: (6J 10d x 1 1/2' TO STUD6 A34 395 MP 34 410 (4) 8d a 1 1/2' TO BEAM, (4) ed x 1 1/2' TO POST. USP: (4) 8d x 1 I/2' TO BEAM, (4) Sd x 1 112' TO POST. NGP2 645 HHCP 2 1010 (12) 10d x 1 1/2' USP: (10) 10d x 1 I/V TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIOA 1340 RT 16A 2180 (10) 10d x 1 12' USP: (9) [Old x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' i0 PLATE YGT HDU4 4565 PHD 4A 4535 lib)-SDS 1/4'x3' TO WOOD, (10)-SDS I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (I0) WSW WOOD SCREWS vGi 4 14D115 4940 TOX 10 5110 (1b)-505 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIA5HER2PLY USP: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 120M PAU 66 2535 13815 (1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBEDJ IN CLJNC., (12)16d TO WOOD USP: SAME AS SIMPSON N LTTI9 •• 1340 LTS 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (eAod TO WOOD USP: SAME AS SIMPa N = LTT20B +•+ 1500 LTS 206 1105 CI1 12' A.TR IN HIGH STRENGTH EPDXY, (MIN. I' EMBEDJ IN GONG- (10A0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 I/2', 2-1/2' U Z HTT4 4455 HTT4 4465 (U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (19) SD90 X 11/2' (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (201 10d x 1-1/2', (201 Ibd x 2 12' Q HTT5 S090 HT75 5430 (1) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) 16d X 2 1/2' (USP: (20) 16d X 2-IR') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2% (201166 x 2 1/2' HHDOII-SDS 25+ IIA10 UPWD 11 12090 (1) 1' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC- (24) SDS I'' x * WOOD SCREWS (USP: (24) W83 WOOD SCREWS) HD1B 6645 TDX 10 5110 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/6' BOLTS) (n MBHA 356N25 3415 5330 NFM35X12U 3165 1130 91MP90N: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4' AIR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM USP: (I) I/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LE59 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAO DYNA BOLT SLEEVE ANCHOR OR EO. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. T JOIST W (J` HUSG412 (WOOD) 3635 2660 (FLR HUS4121F 3060 2530 IFLRI (10) 16d TO HEADER, (10) 16d 70 WOOD USP: GAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) QHUC410 (CMU) 1810 5005 HD410 IF P05 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. = HUC-210-2 (CM) 1810 5085 WD210-21F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) I/4' x 3' WS3 SCREWS, 00) 10d TO IIIOOD WUC210-3 (CMU) 1810 4000 WD210-31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLAW E) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4'. 3' WS3 SCREWS, (10) 1041 TO WOOD 1-6UM26-2-SD5 1 1430 1 $595 1 NO U5P CONVERSION FOR SIMPSON LGUM26-2-90S (4) 3/0' x 4' TITEN HO ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 12' SDS SCREWS TO WOOD 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 ADHESrVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM11. WALL MST BE FILLED SOLID w/ GRO1T. +• 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REOJIRED FOR THIS APPLICATION PRIOR TO INSTALLATION, V) + MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LJ i - A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20W , 'HIGH WIND -RESISTANT CONSTRUCTION C-40M, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA5-2012. SOFFIT SHALL COMPLY WITH FDCR 5TH EDITION R703.1.3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 6-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0. UND. 4'-II I/2' 1 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (-2 SYP) lAC.' 0515 NAIL (3) 12d o 6'-8' O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS 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 SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN Co. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. nrT v A R C N I T E C T !6 mts n Group 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.774.4078 www.a bdesigngroup.com AA A: 0003325 F W 5 V 0 F 4 V y A F O J 8L mom 4k LOT: SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 MODEL: 4EBB "1828- CALI" GARAOE $WING: RIGHT PAGE CONNECTOR SCHEDULE ARCHRECT: STATE OF FLORIDA Daurr ATE: 10 /21 /16 SCALE: 1 /4"=1' - 0" 8Ilzmw 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -i---1 ar V OUTLET W AYIP SWLE P O-E 110V OUTLET ICY OUTLET � ONLET WIRED UTro eluTw GPI IIOv OUTLET ( Ed11PED WAFALL T NtERFTER (TAMPER R els8 ANT TYPE) �II-- 220V OUTLET 141NRE CONNECTION EM. "TEI,trmocF GROUND FAULT �f- CAI OUTLET NTERRIPTER SWITCH SWITCH 3-WAY OPER �4 SWITCH 4-WAY OPER F 0 WALL MOUNTED LKIrt CEILING LIONT VP f1�' GF lO/\ Llfilr to RECESSED CAN .� WALL PRE-UNWEDREO VENT. RAN I CPI'I PER SQ PT. VENT. PAN WA.a I CFM PER SO Fr. V URE <EPECC'S iBD BT FLUORESCENt LIGHT 2-BLLDIWAP ARCM D 2' FLUORESCENT 4' R-WRESOENT 4' TRALK LI C� PANEL METER O SD. � D MctoR BAtT. BAGX-IlP vuaeeml2eE WALL I—NIED GATT. BACK_Ip 9D. S—E DETECTOR ® 8/CO aTGKE O[l101¢E BATT. NT-GMECTED SHALL a A DISTANCE OP NOT LESS THEN 4' FROM WALL PYNOAM L-1 1I� GA6 IV UTLET CUTLET TELEPHONE JAG% YWTER HEATER tO B@ @LlvateD DI6COMECT AIR —IT DI6GONIECT TeLeH61oN JACK CEILING eox RE. O J.— TO W SINPORIED N ACCORDANCE W/ DOX MN ©CEO AS SUCH FOR —I— CEILING DOX REOU CEILING 1-1ACCCI®ANCE TO W SUPPORTED N W pOi( MARKED Afi 8Uw FOR I ROOD LiflO OPT. 9ECURRY KETPAD Pa PTUH-eGrtaN FOR —M. _--�• Da6 PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GR a 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 MS013 FBCR 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 FBCR 5TH ED'2014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014J, ALL LAMPS SHALL BE SELECTED BY BUILDER LEND T5� OF LIGHTING BE E T ENEfL^TY EFFICIENT TYPE PER FB.G, ENEia'tY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 GFI ji -R D IFY ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE �2) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1826 Sp FT GENERAL LIGIiTINO X S VA PER SO FT 6484 2 20 A— APPLI.WCE CIRCUIT AT 1500 VA BA MOD 1 'LAUNDRY CIRCUIT 1600 1 RANGE AT NAYS PWT'E RATING OR COOWRIP/OVEN 12000 1 WAT NEATER {600 1 DR3NAAVT 11H]0 CIOTIBS DRYER 6000 D.,03- SOD MICROWAVE 1500 �CERATOR U D0 SUBTOTAL OF GENERAL WAD 36884 —T­ EVA OF GENERAL WAD AT — 10000 REYADiDER OF GENERAL WAD AT 40E 2a624 VA s 10564 TOTAL NET GENERAL WAD 20— e.6 TDN HEAR PVYP (W/ 6KW EMERGENCY HEAT SRRIP) AI- AK 240 VAS 9.b TON COOLING 9YSTDM 40 AMP ! 240 V NET GENERAL WAD 20-4 NET TOTAL HVAC SB00 TOTAL WAD 25064 CALCULATED LOAD FOR SERVICE 22954 VA/.- V- 26 AYP 150 AMP SERVICE •WORST CASE SCENARIO - IDGHEST NVAC WAD USED FOR CAWUTATIONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14283 VA 3000 VA a 100%, REMAINDER a 35% NET LOAD: 6,949 VA RANGE: 12000 a -10% 8,400 VA DRYER: 5,000 o 10% 3500 VA TOTAL IS,S49 VA NEUTRAL AMPACITY: 16,489 / 240 = IS A �2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 M CU, I % CU GND 2" CONDUIT OR PROVIDE 3 -2/0 AL, 1 14 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I P1445E A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 1504/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLE55 MGB NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 N2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONE COPPER CLAD GROUND ROD A R C H I T E C T S 6 Desi$n Grou 1RD. L4 R. I E.— ITuutNl'T DL LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com III.AA #: 0003325 W y V h 2 F. 4 h G F Q 4 2 O V STJSDIV. a LOT: SILVERADO LOT 8 BLK 1 PROJECT 04128.07-08001 MODEL: 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B ARCMTECT-- STATE OF FLORIDA Daurr A 10/21/16 SCALE: 1 /4"=1'— 0" BFIEE'P /��l �J HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. 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 181 CLASS I AIR DUCT AS PER NFPA WA 2-W 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, HS ALL BE CONSTRUCTED OF SMOOTH GALV. METAL, OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTICN 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC-R 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, 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. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK --- BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN < LIGHT CIA OUTSIDE AIR © THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER L PANS W/ DRAINS G ATTIC - --- -- -- -._ O O - -----� 0 �_- '-- - BDRM. #4� -- CEILING O �1 U EXTERIOR WALL _ ___.__, -�, � r--- DEN ryl O l' 10X6 4' DRYER 'o PLENUM T y AIR RETURN V.T.R a 'lAl SUCTION AND LIQUID II AIR SUPPLY y REFRIGERANT LINES - BDRM.#3 10x6 10• 1 - y AIR HANDLER L—� EXTERIOR WALL y SECURE STRAP TO GONG CONDENSER 3/4' PVC CONDENSATE DRAIN LINE W/ (2)-3/16'X2' TAPGONS UNIT 51MP50N WB ROLL STRAP 6' _=-- ---- - _ ----- —O EVAP. TRAY _ y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL q• L -+ T REFRIGERANT LINES TO PLATFORM I RETURN CONDENSING UNIT -- , L_ TRAP DRAIN LINE AND TERMINATE SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB `8XI I/4' SHT. MTL. SCREWS -- _ I4X6 - -- - - - IN IN AN APROVED DRAIN, AS PER FECR 5TH EDITION MECHANICAL BLDG., CODE MEOD CONDENSER UNIT _ 50 1• i I SECTION 3012.1.1 CFM SX4 11 - HVAC DRAINS CONNECTION TO PAD BATH #2 11 u 14X6 - NOTE: MAIN COND. DRAIN 3/4' DIA. - � 8X4 OVER HEAD ® 12' FROM STRUCTURE ---- - 1 // l GARAGE 5CORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG 4�_ _ -- FITTING OR EXTENSION TO I I SOIL OR WASTE AS - REQUIRED I I WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK 1 I P.VG OPTI/SPEC y -------fir"- v INy. SEE ' SITyE PLAN FLOOR SLAB CLEAN —OUT (TYP. NT COUNTERSUNK C.O. PLUG 1 6 SEE SPEC. - m `\\\-a'xa• . CONC. FIN, GRADE I OR PAVING L FITTING OR I I EXTENSION TO SOIL 1 _ - OR WASTE AS I REQUIRED I y -------y INV.SEE SITE PLAN OEXT. GROUND CLEAN —OUT (TYPN) FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 J A R C N I T E C T S 6 Design Grou .! 141 N. RONALD REAGAN BLVD. 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REBAR LAP PIPE THROUGH �E1 REINFORDCING F BEARING CHANGE OMITTED DOWELS A REBAR LAP AT FOOTING B DCPLE, Vl'•1'-0' AT LINTEL CORNERS C CAL , R'•I'-D 1-STORY FOOTING �n� W/ BLOCK WALL L ALL EXTERIOR FOOTERS AT FINISH SLAB'S rrO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C R I T E C T E 5 Design Grou. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngnwpm= AA #: 0003325 J z h Lei V O h C F � z >9UHDIV. de LOT SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 MODEIs 4EBB "1828-CALI" GARAGE STMIG: RIGHT ]PAGE - MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B ARCHITECT-. STATE OF FLOMA ppaNT DATIM 10/21/16 8CALL. 1 /4"=1' — O" SHEET L PRE-ENGINEERED TRUSS 4'-m' MIN. MTS-12 BOTTOM PLATE: l/16' OSB. (2) 12d NAILS AT 2X4 EA. STUD. \ BTI`t PLATE 2X4 Oft. TOP PLATE 2X4 STUD W O.C. fi l/W' OSB. 1/2' A.B. W/ MIN. l•EMBEDMENT LOCATE 6'-8` FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH MTS-12 META-16 T 32. O.C. MAX. 8' CM WALL (2) 12d NAILS WITHIN 4' OF EA PRE-ENGINEERED END t (2) 12d NAILS • 12' Or- TRUSS MAX IN FIELD. � �STICK BUILT WALL DETAIL KNEE WALL DETAIL TO BLOCK SCALE: Il2'•I'-m` SECURE 2x6 MIN. iO BLK PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ B• EA STUD TOP t OT BOTTOM � HEADER ANCHOR BOLT W/ 2' WASHER SET HO ER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. - -- — 2X4 SECURED TO GABLE END W/!2)12dsEA, UPRIGHT 2x4 SECURED i0 FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS • Ib' Or- MAX 51MP$CN LBTA-12 - EA JACK PRE-ENG TRUSSES W?R1S9 CONNECTOR UP TO'I�Omm UPLIFT DOUBLE TOP PLATE 81MPSON META-24 - EA JACK A SECURE 2x TO BLOCK W/ (2) A' W SIZE $ OR DRIVE PIN )MIN SHANK 812E .1457 5) (MIN EMBED. I }`) � HEADER SIZE PER FYBCl81 _ L O' pe seairc 2x4 ON El GABLE ENG WK2)12d 6'-8' O.C. SPAN CHART. STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' OZ. MAX W/ SHEATHNG SHEATHING TO BE 2x8 STUDS I6' O.C. MAX W/ SHEATHING.BNEATNINGTO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER �3 WITHIN S' OF EACH o, END AND IB' OG. MAX '-� n SPACING. - L - - - FLAT TO BLK DOOR/ WITHIN }' OF WINDOW/ DOOR FASTENER SCHEDULE �' OSB. SHEATHING OR W/ CUT NAILS. W SIDES, 2X6 GARAGE DOOR BUCK UL (3) Y'XS' J-BOLTS 4' EMBEDMENT MIN. W/2'X2'XY WASHER AND NUT SPACED EVENLY FROM FLOOR TO - A L 3m c GABLE BLOCKING TRUSS 2x4 BLOCKING EA. RAFTER L-30 EA RAFTER WINDOW OPENING _ _ I� I OPENING AND SECURE PER FASTENER SCHEDULE KING STUDS [SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER $PAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY � A TIME. (2) STUDS, (2) JACK8 EA SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED CNE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' T� 12' OC. STAGGEREEACH END 4 NO D RE WINDOW SILL W/CRIPPLES 16, O.C. I• DIA ANCHOR BOLT �' COX PLYWOOD 2.4 BLOCKS CMU WALL .� o0 a ' - GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(V )$'XS' J-BOLTS 4' EMBEDMENT W/ 2'X2'XY�' WASHER AND NUT O' O H2S EA RAFTER 2x4 RAFTER • 24. O.C. 2x4 FRAMING (TYP) �f L I I USE dd NAILS, TWO WITHIN 6' FROM EACH END t NO MORE THAN 12' OL. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. AT 16' D.C. MAX WITH l' EMBEDMENT AND 2' DIA. WASHER SIMPBON MSTAT-24 EA JACK, SECURED W/(3)' X I Y. 3/4' TAPCONS TO CMU W/MIN 2' COVER t 2' APART 2X8 P.T. BOTTOM PLATE aLL 4— -- _ __ ... _ ..-. - - SHEATHING MUST NOT - — BREAK 1'-4' MIN. FROM 2ND GARAGE DOOR %1BUCK ATTACHMENT SCALE: I/2'.I'_m• FRAMED OVERHANG 4 N.TS. TYP. OPENING EXTERIOR WINDOW/ DOOR WD FRAMED (_W/FLOOR FLR LINE, TRUSS cJ WINDOW (P 2-STORY OPENING WALL FRAME A SECTION �a1 ARCH WINDOW scALE: I/1•.I'-m• SCALE: IR'.I'-m' yy_- -- - - m C FASTENER S HEDULE ROOF DIAPHRAGM s Ri su nw w w s • • oc (V OTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR t UPLIFT (OSB. TO BE STRUCTURAL 1 USE 1/WO—S.B. OR 1/1' CDX PLY WITH ffi RING °SWAT C CAN NAILS AT 4' OC AT D_ I s GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES D 'S RING SHAYC GGUNOPENNGS AND NAILS AT 6' O.C. AT NOT REQUIRED EXCEPT I PRE-ENG. TRUSS T INTERMEDIATE SUPPORTS. SEE DETAIL. DBL. 2X TOP PLATE R'•OF SHEATHING TO GABLE END FFZ41 IJ USE '8 G NAILS • 4' OL. l/IG' OSB. EXTERIOR SHEATHING USE 1/16, OSB. OR 1/2' PLY WITH 08 RING SHA 4K CAN NAILS AT 6' OG. AT PANEL SIDES AND -0 RING SHANK GW NAILS 4' Or. TOP t BOTTOM PANEL AND 'S RNG SHANK CAN NAILS AT 6' Or. AT a �'B BLOCKING • _-_ _ Top TOP l/I6' OSB. 2X STUDS I6. OL. MAX. a INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHAW GW NAILS SHALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MANUFACTURER AN 4 Z ,`T, RiW. SH W GUN NAILS #�' • 6. Or. IN FIELD V 2X BTM, PLATE r 3/4' FLOOR DECKING m NAIL REQUIREMENTS a y 24 z PRE- ENGINEERED s FLOOR TRUSS SIZE HEAD LENGTH DIA TENSILE S ed ROWD)NODIFIE 3 3/S' .113 IlmUamm OR T NOTE; NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL t TOOL ASSOCIATION TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS o 10 LL Z V O ,p P TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 2X4 TOP t BOTTOM COOT. META-16 BLK WALL V V I. m.113 INCH NOMINAL SHANK DIAIETER ROOF SHEATHING rc 2. I T r Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 114' GAP FROM BLK TO O.S.B. 2X4X4' SECURE TO TRU99 W/ 3-12d OL. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-I2d SECURE TO BLK W/ META-16 3. Ib TO 20 RINGS PER INCH S. 2 INCH NAIL LENGTH ROOF 5PEATHING2 LAYOUT AND ENDWALL SRACING's - _ .1 - - BUILDING LENGTH �7 z O In TYP. n 18 2' DECK SCREWS b'-8' MAXUIN FIELD. JN HI�ADED SHANK TO EXTEND BEYOND' .� o THICKNESS OF SUB -FLOOR ° SHEATHING P O HORIZONTAL 2X SPF. STRUCTURAL BLOCKNG AT PERIMETER OF OBB. TO PROVIDE CONT. NAIL PATTER) O3 REMAINING AREA TO BE SHEATHED FROM DEL. TOP PLATE HORIZONTAL . ® SHEATHING TOP OFF BLOCKING WOOD FRAMED WALL TO BE W STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS EXT. SHEATHING ATTACHMENT 2'-0" EXTENSION ®OPT SERVICE DR. �� / o 1NOT USED FOR CxABLE END FRAMINCz FOR WALL SHEATHING (OSB TO RuWTURALGRADE) BE TYP. 3/4' TUG SUB -FLOOR DECKING GLUED TO EXT. WALL SHEATHING SCALE: 1/2-m' 9 SCALE: ALL EXPOSED MEMBERS ARCRITECTt1 6 Design Grou .�.. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 J F W N V W 2 F ti V W O F O 0 ox7Hniv ae r oT SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 MODELc 4EBB "1828- CALI" CARACE SWINC: RIGHT PACE: MISC. DETAILS 150 MPH EXP. B ARChETECT- STATE OF FLORIDA DA 10/21/16 9CALa: 1 /4"=1'- 0" SHEET D 2 FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.1 ON 161' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTII fT w zQ iEE ENERGY CODE FORMS 'OR INSULATION R-VALUES 'GYPSUM BOARD OR J' HIG TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 Iro' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4'=1'-0' 1/16' O.S.B. OR 1' CDX TYVEK BUILDING WRAP FORTIRBER BLDG PAP GALV'D MTL. LATH 1/5' TEXTURED FINISH a WOOD Ys' TO % MID WALL WEEP SCREED _ZW � J -8' CMU -5/B' TEXTURED FINISH Is MASONRY WEEP SCREED DETAIL (�i) WOOD TO 2 LOCK CONNECTION SCALE: 1 I /2' = I' -0' 5' CMU YJ' DRTWALL FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON a' O.S.B. SHEATHING OR 3' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -SAND PER ELEVATIONS VENTED ALUM, SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) I6 O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 -I/V THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRL IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m" W/ (2) 12d's a EACH TRUSS TYI=. TO BE INSTALLED A MID. O.N. I POINT OF TRUSS SPAN, OR ________ _ _ 10'-0' O.C. MAX. SECURE 2x6 PT. PLATE TO r) BLK W/ }'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' fl EMBED. MIN. -9 32' OC MAX. 5/8 THICK, 3 COAT PORTLAND CEMENT �T a PLASTER APPLIED w DIRECTLY TO MASONRY t a° L �. ). �a 1—STORY GABLE BLOCK WALL 11 SCALE: 3/4'-1'-0' I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR IN MIN. SECURE ❑ THRU FRAME 4 4 EXTEND I-Y' INTO INTO BLOCK W/ %,' TAPCONS ORPIN (MN1. 1114 SHANK SIZE 145 MIN. HEAD 912E 300 ❑ MIN EMBEDMENT I-Y' WITHIN 8' OF EACH END 4 10' OC. MAX PAC DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3/4 OR +5/4 UWINDOW TO BLOCK +3A OR +5/4 SCALE: I'.I'-0' 2X4: cm SECURE TO BLOCK W/ V TAP0CN8 OR DRIVE PIN (MIN 814AW SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT IY') WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. 2x6: CEM SECURE TO BLOCK WR-i(.' SECURETAPOONSTO DRIVE PIN MIN SWANK SIZE 145 ❑ MIN. HEAD SIZE 300 MIN. EMBEDMENT I W) WITHIN 8' OF EACH END 4 IVOC. MAX SPACIW- 8' CMII 2X8: 0M Y' DRYWALL SECURE TO BLOCK 10/2-NN. TAPCONS OR DRIVE PIN I'X4' OR 1'X2' P.T. NAILER (MIN SHANK SIZE 145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I Y.') A?iACH TO 2X PER WITHIN 8' OF EACH END 4 is, OC. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)(4') DOOR JAMB TO BLOCK +1-1/2" �n1 WINDOW TO BLOCK +1-1/2" SCALE: I'.I'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK I (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 2X4: CM SECURE TO BLOCK W/' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 18' D.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/1-1(.' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MAST BE ON OUTSIDE 4 SECURED (MIN. SHAW SIZE J45 THROWN NON-BTd1CTURAL MIN. HEAD SIZE 300 9(.' TAPCON MIN. I-W MIK EMBEDMENT I'1 EMBEDMENT INTO BLOCK WITHIN V OF EACH END 4 a, CMU IS' O. MAX SPACING. K' DRYWALL 2X8- MM SECURE TO BLOCK W/J-9(.' I'X4. OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 3W OBE. X 4' MIN (MIN. SWAN_ SIZE J45 DOOR CAVWS MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I W) ATTACH TO 2X PER WITHIN S' OF EACH END 4 IS, OC. MAX SPACING. - MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" �' SCALE: 1'.1'-0' 2X4: CiM SECURE TO BLOCK W/ IIw TAF'GONS OR DRIVE PM (MIN SHANK 81ZE 145 MIN. HEAD SIZE 300 MIN 01BEDMENT IY') WITHIN 8' CP EACH END 4 IS' O.C. MAX SPACING Dw CEO SECURE TO BLOCK W/2-14' NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SWANK SIZE J45 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 %' TAPCCN MIR 1-Y4' MR EMBEDMENT I'1 EMBEDMENT INTO BLOCK WITHIN S' OF EACH END 4 e. aX1 18' OC, MAX SPACING. Y' DRYWALL 2X8: ® I'X4' OR I'X2' PT. NAILER SECURE TO BLOCK W/2-j!.' TAPCONS OR DRIVE PIN I' P.T. X 4' MML (MIN. SWANK SIZE J4S DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y.9 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 0, O.C. MAX SPACIMANUFACTURES MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/ WINDOW TO BLOCK +2 1/4" 4 D " SCALE: I'.I•_®• FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT R9052.1 ON -V'.' O.S.B. SHEATHING OR 2 CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT, 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d's o EACH TRUSS 2x4 OR 2x6 SUB -BAND m• TO BE INSTALLED s MID. POINT OF PER ELEVATIONS TYF=. TRUSS SPAN, OR 10'-0- O.G. MAX. VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS STIFFBACK AT ALL FOR INSULATION R-VALUES UPRIGHTS OVER 4'-10' J' GYPSUM BOARD OR %' HIGH (SEE SEALED ENG. HIGH STRENGTH CLG. FOR SIZE 4 CONDITION.) BOARD O.S.B. SHEATHING OR 2' 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 ® 24' O.G. ® INTERIOR ON SHEET D5 KNEE WALL 1/8' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) 115 REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) 05 REBAR VERTICALLY (SEE DETAIL 2) W/ CONC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' O.C. MAX 16' O.G. SECURE 2x6 PT. PLATE TO BLK W/ 1J'x3' ANCHOR BOLT 8' GMU W/ 2' WASHER SET IN SIMPSON I/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' j WOOD BASE EMBED. MIN. 5T 32' OC MAX. s % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY o z < A� L mo 1—STORY GABLE W/ VAULT CLG. UBLOCK WALL SCALE: 3/4'=1'-O' 2X4: CM SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y-) WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING. 2X6: CEO SECURE TO BLOCK W/2-%' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN, HEAD SIZE 300 THIROU6.14 NON-STRUCTURAL MIN. EMBEDMENT 14') V TAPCON M L I-Y.' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK B' OC. MAX SPACING a, cm 2'D' ® X' DRYWALL SECURE TO BLOCK W/2-'d.' TAPCONS OR DRIVE PIN I'X4' OR I'M' P.T. NAILER (MIN SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN S' OF EACH END 4 IS' OC. MAX 5PACMG. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T L SCALE: 2X4: CM SECURE TO BLOCK W/ TAPCONS R DRIVE PIN O (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6: CEC3 3(.• TAPCON MIN. I-Y' SECURE TO BLOCK U *-% EI-IBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 8' CMU MIN. HEAD SIZE 300 )V DRYWALL MIN. EMBEDMENT I Y'1 WITHIN 8' OF EACH END 4 1'X4' OR 1'X2' P.T. NAILER V OC. MAX SPACHGG 2ND 2X SECURE TO 2X8: ® STRUCTURAL MEMBER UJK2A2d SECURE TO BLOCK W/2-',(.' WITHIN 8' OF EACH END 4 b' TAPCONS OR DRIVE PIN TO e' OC. MAX MIN SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 ppOR JAMB OR WINDOW MIN EMBEDMENT I Y.') ATTACH TO 2X PER WITHIN 8' EACH END 1 18' OC. MAXX SPACING MANFACTUIES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR JAMB TO BLOCK +T �i 1 WINDOW TO BLOCK +T l SCALE: I.-I.J. NOTE: PER FBCR 13052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48613 TYPE Iv, OR ASTM D 6151 2X4: CiM SECURE TO BLOCK WY4' TAPCCNS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 4 18' D.C. MAX SPACING 2Xb: CEM SECURE TO BLOCK W/1-114' NOTE: SRUC TTURAL 2X MUST TAPCONS C DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J49 TW14I Xa-1 NON-STRUCTURAL MIN HEAD SIZE 300 %' TAPCCN MIN. I-V MIK EMBEDMENT I Y4') EMBEDMENT INTO EILOCK WITHIN 8' CF EACH END 4 18' OC. MAX SPACING.�l 8' CMU V 2X8: CEO )VDRYWALL SECURE TO BLOCK W I'X4' OR M' O' P.T. NAILER TAPCONS OR DRIVE PIN J(' OAJ5. X 4' MIN (MIN. SHANK SIZE JAB MIK HEAD SIZE 300 DOOR CASING MIN EMBEDt-V 4" WITHIN 8' OF EACH END l DOOR JA16 OR WINDOW ATTACH TO 2X PER IS' OC. MAX SPACING. MANFAC LKES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SDALE: I'.i'•0' 2X4: CEO SECURE TO BLOCK WH• TAPCONS OR DRIVE PM (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MR4. EMBEDMENT 114') WITHIN 8' OF EACH END 4 V OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK WA-I/A. TAPCONB OR DRIVE PIN NOTE: STRUCTURAL 1X MUST (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 THROUGH NON•eTRUCTURAL MIN. EMBEDMENT I A') a(.' TAPCON MIN. I-V WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK 18. OC. MAX SPACING. w cm 2X6:CM N DRYWALL SECURE TO BLOCK W/I-1/4' TAPCCNS OR DRIVE PIN I'X4. OR 1'X)' P.T. NAILER (MIN. SHANK SIZE J45 I' P.T. X 4' MIN MIN HEAD SIZE 300 DOOR CABIN(. MIN EMBEDMENT IY-) WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHfM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" u1 WINDOW TO BLOCK +3 3/4" SCALE: A R C N I T E C T S Design GroulOW.. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744 078 www.abdeslgngroup.com AA k: 0003325 w y w z R 4 y c F a w z m aumty a.. L07- - SILVERADO LOT 8 BLK 1 0441128�. 007— 08001 MODICLc 4EBB "1828— CALI" GARAGE DTIMG: RIGHT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE Of-- FLORIDA �^1 mil ri Ppj"T 'I DATIM 10/21/16 9CALH.'- 1/4"=1'-0" EtIiEMT 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R'3052.1 ON a' O.S.E. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 0,523, SHEATHING OR %' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV E) METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT, 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME BEE ENERGY CODE FORMS 'OR INSULATION R-VALUES 9' GYPSUM BOARD OR I' HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS-) i' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU I/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R5052.1 ON J' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'x6' THRU-BOLTS 0 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 6' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 0.513. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR L INE 2x4 CONT, 0 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN s/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND f 1 FLOOR FRAME SCALE: 3/4' = F -0' 2x STUDS A 16' O.G. MAX W/ ib O.S.B. SHEATHING OR }' CDX INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET R-VALUES D5 4' T 4 G SUBFLOOR GLUED 1/S' THICK, 3 COAT PORTLAND AND SCREWED AS PER CEMENT PLASTER OVER FASTENER SCHEDULE EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK ' BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. g TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND PRE-ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL SIMPSON HETA-I(6 EMBED. SHEATHING NAILER) STRAP 6 32' O.C. MAX VERIFY WEEP SCREED W/ TRUSS PLAN (SEE DETAIL 2/D3) EMBED. STRAP VERIFY ' GYPSUM BOARD OR W/ TRUSS PLAN HIGH STRENGTH CLG. BOARD %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ (ERPEPNDICULAR PRE-ENG FLOOR TRUSS SCALE: 3/4'-1'-0' 2x STUDS 6 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS J' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ (U 05 REBAR CONTINUOUS 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE -ENS GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's ® EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS o 16' O.C. MAX W/ IN5UL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G 5UBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) •5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 16, O.C. FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR RW52.1 ON J' O.S.B. SHEATHING OR 1, CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T- IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT — CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.C. MAX 2x8 P.T- SYP 02 SOLE PLATE 05 REBAR is 16' O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORKS FOR INSULATION R-VALUES Z w �Q ZQ J IV Q3 S' CMU' 1/2' GYP. WL. BD. WALL WOOD BASE SECTION WOOD FRAME TO ZB LOCK WALL �° 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T. CMU) W/ (3) 12d NAILS e EACH TRU55 PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) CONIC. FILLED LINTEL BLK W/ J (1) 05 REBAR CONTINUOUS RIBBON ��FASTENING DETAIL 2 SCALE: 3/4'=P-O' NOTE: PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD SIMPSON SP2 @ EA. 2X8 STUD 2 DRY WALL }' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI 6 EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (I) S REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -PRECAST SILL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' CMU 1/2' GYP, WL. BD. (1) •4 CONTINUOUS REBAR WOOD BASE 04 REBAR 40' LONG W/fo' HOOK o 24' O.G., MIN, 24' IN SLAB 2'-0" 0 1N, IN SLAB) 4' CONC., REINF. W/ 6'x6' WI.4XWI.40 WWM ON 6-MIL POLY a • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE 6 6_ BORA-CARE 2'- _ — (3) 05 REBAR ON CHAIRS A B C N I T E C T E 6 rams, Grou Ine. Ai N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E z a a F 4 0 F c m ;3 0 U13DZv de LOOT: SILVERADO LOT 8 BLTK# 1 PIR04128 000-08001 MODRU 4EBB "1828- CALI" GAPAGE BWWQ: RIGHT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCFETECT: STATE OF FLORIDA D TM 10/21, SCAL H: 1 /4"=1' - O" B*EMW D 4 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN.(3)12d OR PRECAST HEADERfMN) A MIN. (4) 110d GUNLNAIILS 2 X 4 (MN 2 X 3) 1-3/16 TAPCON DBL. TOP PLATE Ixb COLLAR TIE AT EVERY OTHER OR DRIVE PIN (FIN 814AK SIZEJ45 SECURE 2 X RIP TO FIT RAFTER W/ MN HEAD SIZE 300 DBL. TOP PLATE W/U-T2dS 6'-8' OC MAX MN. I2d NAILS OR MN EMBEDMENT 1 1/4.) 2X4 16. O.G. MAX � ) I MIN. (4) 10d GUN NAILS e' FROM EACH END AND IB' a' ln6' 096 SHEATHING OL. MAX MIN I-1/4• EMBEDMENT ,T.w 2 X 4 B' Of' MAX 2x RAFTERS 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON '�� (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MN SHAK SIZEJ45 w_ Ix8 NAILER SECURE TO TRUSSES MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') EOL. SECURE 2X4 W/ 2-4,(' TAPCCNB OR DRIVE PN (MN. SHAK SIZE J45 MM. 2 X 4 (UMEN OVER 16- IN HIEGHTJ V4' TEMPERED MA9ONITE BELOW W/ (2)12+ OR 8• FROM EACH END AND 18' HEAD 912E 900 MN. GLUE 4 NAIL W/ed5 8'-12' D.C. (3) IOd C NAILS EA.ILS HIN I-Va' EMBEDMENT MAX(MM EMBEDMENT 11i WIN 8' IF NEEDED. 2 X 8 7 X 3) 2-3/16 TAPCON EA END NOT TO EXCEED BT. PLATE 2 X SOLID BLK'G s ARCH OR DRIVE PIN (MIN. SHANK SIZEMS MIN HEAD SIZE 300 2X4 SOLID BLOCKING 10' OC. MAX SECURE W/2-I26 EACH END RAFTER TO TRUSS MT$-12 CREATE VOID FOR STRAP MM EMBEDMENT 1 I/4') SECURE TO SHEATHING W/ ATTACNHEW PER PENETRATION 8• FROM EACH END AND 16' MIN. 3-I2d PER DLK EA END MAIIFACTILFER9 SPECS. ROOF DECKING OVER OL. MAX MIN 1-1/4' EMBEq'IENT lA6' OSB SHEATHING MTL WDW FRAME PRE-ENG TRUSSES CFIU WALL 2X4 SOLID BLOCKING SECURE TO 3H'EATHING WIiH V2' F'LTWIOOD OR 1A6' OSB Y-NOTE: NO GAP • WDW FRAME TO EXCEED 1/4• PR£-ENG. TRUSS ARCHWAY DETAIL MIN. 2-12dPER BLK EXTERIOR ARCHWAY ARCHWAY DETAIL 1�CONV. FRAMED ROOF rT�16" AND UNDER EA` END WITH WINDOW I CUTAWAY ALTERNATE CONNECTION META-24 RAFTER TO BLK'G SCALE: I/!'.1'-0' 1 SCALE: VU'.I'-0' 2 SCALE: 1/2'.1'-0' A SCALE: I/U'.I'-0' BETWEEN TRU88ES DBL. TOP PLATE 2X4 IL' OC MAX SECURE 2X4 TO WOOD W/2-I2d • 6'-e' O.C. STAGGERED PIN (MIN. SHANK 61ZE J45 MIN HEAD SIZE °N MIN EMBEDMENT $'' EA. END Ny`D IIOTWAR ARCHWAY EXCEED IW OC MAX 2X4 SOLD BT. PLATE BLOCKING SECURE I/)' PLYWOOO- TO 8NIEATHING WITH OR 1/16, ObB. MIN 2-I2d PER SILK EA END r;j1EXTERIOR ARCHWAY SCALE: 1/2'.I'-0- _ lO. 1,W OSB. OR IV PLYWOOD SHEATHING O W SLOG. FELT O3 24• WIDE 26 GA. GALVANIZED METAL FLASHING �• O MIST ADD D1510, 36- WIDE AND AND MUST BE A MN 24- WIDE METAL. 0 FIBERGLASS SHINGLES SIMF50N SP. • EVERY OTHER STUD 71M-FAB TRUSS 1/2' CLG. BOARD 4 TEXT. 2X4 DBL. TOP PLATE 1/2' DRYWALL 2X4 WOOD STUDS UN.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 a 52' OC. MAX CONC. SLAB LL�2 SL CON. 1-STORY INT. BEARING WALL SCALE: IR•.I'-m' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS, PRECAST WEADER'MIN) 2 X 4 (MIN 2 X 3) 1-!06 TAPCON OR DRIVE PN (MN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND Is. Or -MAX MIN I.1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT I 1/4') 8' FROMEACH END AN18'OL. MAX MN 1-1/4' EMBEDMENT 2 X 8 (MN 2 X 3) 2-3AO TAPCON OR DRIVE PIN (MN SHANK 912E.I49 MIN HEAD SIZE 300 1/16'OM SHEATNING MN EMBEDMENT 1 1/4') 2X4 16' OL, MAX 8' FRGM EACH END AND 18' (WHEN OVER 16- IN HEIGHTJ O.C. MAX MN I-1/4' EMBEDMENT 2X4 SOLD BLOCKING - SECURE TO SHEATHING W/ MIN. 242d PER BLK EA END (A� ARCHWAY DETAIL 16" AND UP Y SCALE: 1/1-.I'-0' ,/CLOSED VALLEY FLASHING DETAIL DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2,4 STUDS • 16' Or- MAX, UON. J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 240 FLOOR STUDS SIMPSON MSTA-36 a 32' OL- MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS ® I6. Or- MAX, UA)IL 1/2' GYP. WL- BD. SECURE ST. PLATE TO $LA W/ I•x9• ANCHOR BOLT W/ 2- WASHER SET N SIMPSON HIGH STRENGTH EPDXY l' EMB trx M INL SIMPSON SP4 • 32- O.C. MA J INT. 2-STORY LB.W. SCALE: I/2'.I'_0• PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS j' O.S.B. SHEATHING OR }' CDX PLYWOOD SECIUI ED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS IJJ/ (3) 12d'c EACH END 2. DOUBLE TOP PLATE STUDS • 16, O.C. MTS-12 • EVER STUD 2X4 ST. PLATE DORMER 8 ATTACHMENT SCALE: IR'•I'-0' 2 X 4 (MN 2 X 3) 1-3/Ib TAPCON OR DRIVE PH (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' iRPOM EACH END AND B' EXISTING BLK ABV. OL. MAX MN 1-1/4' EMBEDMENT I/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCCN IAW TEXTURED FINISH OR DRIVE PIN (MN SHANK SIZEJ45 MIN HEAD SIZE 300 1/16- OSB SHEATHING MN EMBEDMENT I 1/4') 8' FROMM EACH END AND IS' 2 4 16' OL.6' IN (WHEN OVER HEIGHT.) OL. MAX MN I-V4' EMBEDMENT ER Ka' x a (WHEN OVER 2 X 8 (MN 2 X 3) 2.3/16 TAPCOJ 16' N HEIC=HTJ OR DRIVE PH (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT 1 I/4') 2 X SOLD BLK'G . ARCH SECURE W/2.12d EACH END 8' FROM EACH END AND 18' ATTACHMENT PER OZ.MAX MN I-114, EMBEDMENT MANUFACTURER'S SPEC'S. MTL uDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP • UdU FRAME GLUE 4 NAIL W/8d'. S 8'-12. OL TO EXCEED 114' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/1'.I'-0' ASPHALT SHINGLES OVER W FELT ON lAb' OSB. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X• BR.ACR-Y IS PRESENT CONT, 1,4 9" RAT RUN - UN ' SECURED W/!2) 12d'e •EACH TRUSS (2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3) I2d'= = EACH TRUSS (DIAGONAL X-BRACING TO COVER S-TRUSSES I' GYPSUM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0-0• TO 30'-0- (1)X-BRACE 0' 3-1' TO 60'-0' (3) X-BRACE (I) X-BRACE s CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 9 GABLE X-BRACING SCALE: 0'-0' TO 312>'-0' (1)'X' BRACE 30'-R TO 60'-0- (3)'X' BRACE (I 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 5O FELT ON 1/16' OAS. (2) 2X4 -U SYP DIAGO-NAIL BRACE � W/ 3-12d w EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRJSSES 2X4 BLOCKING WHERE 'X' BF IS PRESENT (2) 106 NAILS EA END TO TRUSS SPF STIFFBADK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING - USE 8d NAILS AT 4' - EDGE 4 6' 04:. FIELD 2X4 UJ 3/S- X'� LAG =32' OL. OR 91MP80N M TA-24 a 32' OL. SHEATHING NAILING TO BE 6'-8' D.C. IN FIELD 4. OCAALL EDGES W/Sd NAILS TRUSS 24' - 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ 0) 12d • EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' OC. MAX A,2-STORYGABLE END CROSS BRACING SCALE: 1/2'.I'-0' FINISH o LANDING 3/4' PLYWOOD F.F. LANDING DETAIL FINISH a LANDING- 3/4' PLYWOOD FF. • HIS UPLIFT SIMP° HT"O W/10 IOd TO TRUSS AND (4)1/4. x 2 1/4' TAPCONS TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMPSOM HT5M20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4'. 2 1/4. TAPCONS TO CONT �1TRUS5 N HOR RETROFIT N.T9. 12' z I Z C 36" '11N. FINISH 3/4' PLYWOOD WITH 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER 7 3-2x12 SYP STRINGER ' DBL 2XI2 REINFORCED W/2X4 SPFOR W/CONT. BEAD OF FLOOR JOIST SUB -FLOOR ADHESIVE PL-400 OR SIMILAR s EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)05 3' SCREWS B EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER 1-3/4' 3/Iro' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/&' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABI L I TY WINDERS- MIN. 6' WIDE o NARROW END MIN. II' WIDTH M3 12' FROM NARROW END 34' MIN. HANDRAIL HGT. LESS THAN 4' TYP. 2XI2 TREAD ETWEEN SPINDLES CUT TO FIT IXS RISER 10, z HAND RAIL 1/2 DRYWALL IXIO TRIM AILS (3) 10d CUT NAILS 2X4 P.T. SLEEPER INTO SLAB I' NOSING TYP. m Q STAIR SECTION DETAILS SCALE: 3/4' = I'-0' A R C N I T E C T S ResOin GrMNMe. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.eom AA k: 0003326 x m a V W O F 4 V h V O F O 8T.7HDM Se LOT SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 UODEL: 4EBB 1828- CALI" GARAGE SVfMG: RIGHT PAGE- misc. DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORDA J 7` DA 10/21/16 SCALE: 1 /4"= V - 0" DHEET D 5 PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDIN G.ORG CONTROL DATE: 05-19-16 rA R C N I T E C T 8 Design GrOU ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 F W y 1; y 0 y 0 R 4 swan►. se IAT SILVERADO LOT 8 BLK 1 PROJECT 04128.006-08001 MODEIs 4EBB "1828- CALI" GARAGE 5WWQ: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. B CC pauvr 'I DATM 10/21/16 8CALa: 1/4"=1'-0" SHEET D6 REFORMED CONTROL JOINT .ANGE OF CONTROL JOINTS TO E WRED TIED TO LATH • S' .C. MAX (VERT.1. NOTE, DO 3T FASTEN CONTROL JOINT TO 4LL EVEN IF STUD EXISTS EYON D EXCEPT STAPLES W/ LEG MAY BE USED TO TEMP. ECURE CONTROL JOINT URING INSTALLATION -------- 1STENERS TO BE SPACED T' O.C. MAX VERTICALLY J' THICK, 3 COAT CEMENT PLASTER WRB LAYER -2. FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT,) Or. MAX AT SUPPORTS WRB LAYER 9, STUCCO URAP WOOD 844EATHING ITN SHALL NOT _.. i CONTINUOUS ROUGH CONTROL INTS BUi SHALL i STOPPED AND :D AT EACH SIDE. PROVIDE 2X4 BLOCKING iR ASTM CI063 vi.4 PLACED FLAT MAX 6' TO 8' \ / FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON :ASTENERS FOR LATH TO BE NAILS OR i / STRUCTURAL STUD 'APLES IN COMPLIANCE W/ ASTM CI063 -- WIRE TIES TO BE (NO. 18) 0ID415' WIRE / BLOCKING SWOUN MAY BE IN ADDITIOy \ 7 WALL STUDS RECUIRED PER PLAN / O"M" TYPE CONTROL JOINT NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING N'EI'IBRANE 6' • VERTICAL LAPS (ROLL FLASHING (COMPATfBLE W/ HOUSE ENDS) 1 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE URAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE I / I. OR LESS PIPE — — / \ PENETRATION / Ail LAP � nETAL LATH X X X — CUT AND OVERLAP ONE AIDE 0 METAL LATH SELF -ADHERING MEMBRANE FLASHING •� STEP �I NCLAYER 1, O WRAP i PEA THICK, 3 COAT CEMENT • nlx PArR LAP aFLow ow.r METAL LATH ° / I UAW LAYER 4, FORTIFIBER UARB LAYER e2, FORNFIBER BUILDNG PAPER BUILDING PAPER UPS LATER 9, STUCCO _ 9TIICCO WRAP INSTALL FASTENERS (CLIPS, WOOD 84EAT14ING STRAPS, STAPLES) AS RECUIRED TO SECURE PIPE/ URE TO FRAMING N LATH LAP. aoVER ALL LAP 2 APER LAP SCALE, 11/2'-F-0' O4 FOLD lyyylRp a PT. A O L FG I N1WeD ®. A ®LLD ® KICKOUT ® DETAIL FOLD 4s OI. TOLD NIVJGD • ® L FOLD faAMA . i't. A PT.A ]. CREASE . PT. B 1. CREAfK . PT. D 9. CREAfIE . PT. C 4 FOLD Pt. C OVER Pt. ff TILL PT. C TCIICVE9 B0TTQ'10.AIYE x, ® ®FOLD „ Doran F<� W4TI:R TIGHT eEAL. FOLD, IM UQI Dn. ;' THICK 3 COAT CEMENT PLASTER URB LAYER n, FORTIFIBER BUILDING PAPER URB LAYER 9, STUCCO URAP LAP L"'L OF DIIILD ST WRAP OVER NAILaG t T AI" STOP URD et�o)s I If' ABOVE °•'yiy SHNGLEE i r 9kS WALL 0.MNNG ao n DETAIL) 0.AEHMG <9EE y to, \ 6 FELT AY DM WATER TKdlT REAL (BOND CR Ft � SOLDER. � NOT Ctl ENINGLE WOOFING O BRIG ABOTTOIM OF4 WALL ettEREECTIONE DWP EDGE; OVEFLAP !' AN IR• BELOW Fr Tllk 4' Oa HAWCALLY PAKIA WRAP FAeTp! 4. OF MAX VERTICAL LATH & PAPER DETAIL NOTE_ SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0ID415•IK (111-MM1 WIRE AT INTERVALS NOT MORE THAN 8' (228-MM).. AS PER ASTM CI063 10.1. FOR REPAIR OF TEARS IN UQB LAYERS, TEARS MAY BE PATCHED WA 0USE WRAP TAPE PER MANIF. SPED. OR PEEL 4 STICK IZTO Ai U'0C0 5HEATI BUILDI PAPEF 8TUCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING WR5 LAYER °I, STUCCO WRAP I' THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB < TAPE OVER ROOF/WALL SCREED S'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT SHINGLE ROOFING O"L" FLASHING N.T.S. 4• am b'xb'SELF-ADHERNG MEMBRANE FLASH NG (COMPATIBLE W/ HOUSE URAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE URAP, FLASHING TO EXTEND ONTO PIPE GUT AND OVERLAP ONE SIDE OF STEP rl AEMG MEMBRANE FLASHWS UIRB LAYER 9, STUCCO WRAP UM LAYER -2, FORTIFIBER FERAL LAT HSELF-ADHERIN53 MEMBRANE FLASHING OVER 4'x4' SELF EL _ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4- SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE CONT. BEAD OF SEALANT —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FSC for 3 Al �I EA.dol fallf1 G.rk d..W g Exterior u f th th, tl cement plaster shell comply with UR B C 92&1n requirements of ASTM C 92&1 to Instelletian of ekerlw letlrrg ark kemt� hell comply with—ASTM C t0E3-11A. PENETRATION IDETA L LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAF) WRB LAYER *2 CFORTIFIBER - _._ _ _;_ BUILDING PAPER) METAL LATH x—x—x—x STUCCO _ WOOD SHEATHING �/TlTI/�TT%T SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-I541-12, MIN, 2.5 LBS- PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C H I T E C T S .� LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngToup.com N. AA N: 0003325 Z y U W OF cRi b O IN glxmDIV. At: IAT SILVERADO LOT 8 BLK 1 PROJECT 04128.07-08001 MODEU 4EBB "1828-CALI" CAP -AGE 9T►iNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECTS STATE OF FLORIDA D � 10/21/16 SCALIB: 1 /4"=1'— 0" DIIEET AI BACKER ROD BACKER ROD WRB LAYER "I, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHfNG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIOES,YW CAULKING a JOINT ALL AROUND PER FBC R703.6.01 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-11A. Installation of exterior lathing and framing shall comply with ASTM C 1063-11 A. HOODED VENT iC, I I' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6A DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH 8' CMU VINYL CASING BEAD 6' RAISED BAND - 36' TO %' MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .1 MASONRY BEFORE APPLYING I Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO ELEC. METEf VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP a SIDES SELF FLAS14ING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL l 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' �1VENT PENETRATION 1-1 SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER FBC Q R103.6.1 / ASTM G-&41-12, MIN. 2.5 L55. 8 PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) CONSTRUCT ION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER g' THICK, 3 COAT CEMENT PLASTER T/8' TO %' MID -WALL WEEP SCREED f �—eo' SELF-ADHESIVE I FLASHING WOOD FRAMED WALL ONTAL �A HORIZWEEP SCREED (FRAME TO FRAME �. METER FIELD VERIFY LOCATION I ELEC APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANOTE-POLYBLEND FOAM 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 70 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER M, STUCCO WRAP WRB LAYER '2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION I,��FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER T' O.C. MAX a' CMU - is'�- \ - WEEP SCREED f' R Z � E� • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING —TEXTURED FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK a WRB LAYER •1, STUCCO WRAP CUT 'X' INTO SELF-AOI-IERfW. MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STET= #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP #2 WRB LAYER -1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER •2, FORTIFIBER BUILDING PAPER STET= #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ,t METAL LATH STEP #5 STEW #ro ELECTRICAL RECEPTACLE A R C H IT E C T S 0nc.n 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA k: 0003325 w i y a coi 2 0 U 0 614 2 B d H d � EIUDDIV. Sg LOT. SILVERADO LOT 8 BLK 1 PR OJECT T04128.00 -08001 HODELs 4EBB "1828—CALL" GARAGE aTIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EV. B ARCHITECT- STATE OF FLORIDA DA'ltt 10/21/16 aCALM: 1/4"=1'-0" aflEar A2 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER % HAT CHANNEL J' THICK, 3 COAT CEMENT W/%' TYPE 'X' DRYWALL PLASTER W S.A.F. s TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING WEEP SCREED WRB LAYER -4, STUCCO WRAP - - g THICK, 3 COAT CEMENT PLASTER AM664LFWC-180 CUSTOM CASING BEAD 6' SELF-ADHEREING i 1 FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW i WRB LAYER -4. STUCCO WRAP � WR8 LAYER -2, FORTIFIB ___ ___ --- _ ____ BUILDING PAPER ` 6' SELF-ADHIEREING WRB LAYER -1, FLASHING WRAPPED STUCCO WRAP • CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM66-UFi11C-T80 I WEEP SCREED CUSTOM CASING BEAD , NO GAP IN FIELD --/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING l0A BEAD DTL. (9) CANT. SCALE: I I/Z' • I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R-103.6,1 / 45TM C-84-1-12, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'XY ' DRWALL W/TEXTURED U PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE 15ARRIER -1 WEATHER RESISTIVE BARRIER -2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL CORNER BEAD ' - 4' POSITIVE DRAIN VEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11 D INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYLCASING BEAD WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADERBEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAME( WALL SUB -FLOOR DECKING PRE-ENG'D TRJ55 WEATHER RESISTIVE BARRIER 'I HEATHER RESISTIVE BARRIER -2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING L NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL J' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD 10 CANTILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO__ — WOOD SHEATHING LF-ADHESIVE FLASHING — — 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL • STICK) SET IN FULL BED OF 6' PEEL t \ SEALANT,}';' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y.' GAP FOR BACKER 1 VXI %' P.T. OR SIMULATED ROD • SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING let WEATHER RESISTIVE LAYER (2 LAYER PEE I I ZBARRIER'I STICK) WRAPPED FROM _i" r WEATHER RESISTIVE BALCONY DECK TO I BARRIER -2 CANTILEVER 6' PEEL t STICK a1 DECK MEMBRANE, DRIP EDGE TO DECKS EXTEND OVER DRIP SUB FLOOR i EDGE ®® 3' X 3' 26 GA. GALV. \ METAL DRIP EDGE __—...._' _..__�__—_-__---_ _ ____ - _ SET IN FULL BED OF XI 3/4 P.T. OR SIMULATED JSEALANT,)4' MIN. WOOD (TREX) FILLER, ,/// SPACE FROM DRIP i CONTINUOUS FACE TO TREX )V GAP FOR BACKER VINYL CASING BEAD ROD t SEALANT WATER PROOFING let FINISH LAYER (2 LAYER I �' LAYER (2 LAYER PEEL t PEEL t STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD--\ THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL ,. WOOD SHEATHING W/TEXTURED • PAINTED i WEATHER RESISTIVE FINISH BARRIER •1 WEATHER RESISTIVE J' THICK, 3 COAT CEMENT BARRIER-2 PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 01—HOUR BALCONY DRIP EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER GORNER BEAD FASTENED TO SHEATHING a -I' O.G. MAX. WRB LAYER •I, STUCCO WRAP WOOD SHEATHINGS METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD C FRAME 2 1/2 ° � �� CORNER BEAD (FASTENER 4 SPACING s l' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK COLUMN SHEATHING WEATHER RESISTIVE / - BARRIER -1 WEATHER RESISTIVE I:' BARRIER '2 `t 6' SAF. PEEL t STICK 1 Vx3' 'L' FLASHING FULLY EMBEDDED ( II IN ROOF CEMENT I ) ' X 3' 26 GA. GALV. METAL DRIP EDGE Y4' GAP FOR BACKER SET IN FULL BED OF ROD i SEALANT SEALANT, h' MIN. _ SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD BARRIER -1 \ WEATHER RESISTIVE i' WATER ROOFI t 6 ice, BARRIER 2 LAYER (2 LAYER PEEL EXTERIOR COLUMN i STICK) .o,r.v a.wn COLUMN SHEATHING \ •\PEEL • STICK 6' SAP. • • I X,'x3' V FLASHING / I SUB FLOOR `FULLY EMBEDDED IN ROOF CEMENT I Y2' X 3' 26 GA. GALV. METAL DRIP EDGE I )S'XI P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, Yt' MIN. CONTINUOUS ! SPACE FROM DRIP I , -FACE TO TREXVINYL Y,' GAP FOR SEALANT OPT BACKER ROD CASING BEAD WATER PROOFING let MODIFIED 90 LAYER (2 LAYER PEEL 4 3/4 RESILIENT { STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED A IN FI VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CA91NG BEAD SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION G COLUMN (W/"T" T:T ACIT-TTTT('_) WOOD SHEATHING WRB LAYER •I, STUCCO WRAP ;f WRB LAYER •2, FORTIFIBER +- BUILDING PAPER 1 METAL LATH si THICK, 3 COAT CEMENT PLASTER WSELF -ADHERING _ FLASHING DRIP CAP WINDOW/ FLANGE WRB•L YER •I, STUCCO WRAP WRB LAY BUILDING WOOD SHEATHING WRB LAYER •I, STUCCO UA; AP 4 I JURB LAYER 02, FORTIFIBER 1 ' BUILDINGS PAPER METAL LATH (EXPLODED VIEW FOR $ THICK, 3 COAT CEMENT PLASTER CLARITY) -2, FORTIFIBER .1 - . : PER X METAL LATH--ti, I' THICK, 3 COAT GEP PLASTER ro'SE LF- ADHERING FLASHING DRIP CAP L WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) A R C N I T E C T S In F%ae' 'Grou LONGWOOD, FL 327;0 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroupxom AA M. 000332E F W y W W 0 a A F Q 6 BVHDIV. Sc LOT SILVERADO LOT 8 BLK 1 PROJECT 04128.00 -08001 MODEL: 4EBB 1828- CALI" GARAGE BRING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCFNTECT- STATE OF FLORIDA G. DRINT ATE: 10 /21, BCALE 1/4"=V-0" SHEET WA3 WOOD SHEATHING r_A6INGPTYP BEAo pLAB ETETC R3 COAT CEMENT TO TRIM METAL LATH IX TRIM MEMBER WRB LAYER 7, o STUCCO TO STUCCO WRAP -� SIDING TRANSITION LLIRM LAYER �FORTIFIBER WOOD SHEATHING WRB LAYER -2, FORTIFIBER _T - SIDING WOOD SHEATHING BUILDING PAPER x WRB LAYER 01, STUCCO WRAP METAL LATH I i �,. THICK, 3 COAT CEMENT p f WRB LAYER "2, FORTIFIBER STTUUCCOYWRAP WRB LAYER sruccORAf, PLASTER ' .� BUILDING PAPER wU)RAP 615ELF-ADHERING \ , METAL LATH CASING BEAD FLASHING / ' =3 ` L = 1 6' SELF-ADHEREING VINYAL ANGLED `_-SEXPLODED 11 THICK, 3 COAT CEMENT FLASHING OR PEEL t STICK CASING BEAD vIEW FOR PLASTER CLARITY) SIDING TO STUCCO `' 1 CASING BEAD DRIP CAP ;\ ' (CROSS SECTION) WINDOW FLANGE WRB LAYER "I, STUCCO WRAP VINYAL ANGLED / % DsTs N crlc BEYOND CASING BEAD ! \ WOOD SHEATHING t WEATHER RESISTIVE WRB LAYER 02, FORTIFIBER ; \ BARRIER 1 i BUILDING PAPER :-: t WEATHER RESISTIVE ' \\ i BARRIER 4 METAL LATH , !. I .' x T Y" LAP SIDING / / / 6' SELF -ADHERING �. /6' REVEAL / I FLASHING THICK, 3 GOAT CEMENT . I 6' SELF-ADHERW 1 Q PLASTER S� i !' FLASHING 6 �� BARTWER RIER ER RESISTIVE STARTER STRIP ' \\ \\ WE BAARRIER RESISTIVE 6'SELF-ADHERING FLASHING Y f DO NOT CAULK OR I I R/ 6' SELF -ADHERING "'.t ; pcel Toe / FLASHING GALVO METAL GALVD METAL 'Z' FLASHPIG DRIP CAP Z, FLASHING _ DO NOT CAULK OR I Y' X 6' SIMULATED � EAL OPENING WINDOW FLANGE uaoD TRIM MEMBER STUCCO CASING N: CASING BEAD � WINDOW BEAD�/ IY.I'X6'SIMl1LATED (FRAME, W/BAND) I UIWD TRIM MEMBER 15 C \ y SEAL GAP W CAULKING / OR AFT�ROVED SEALANT reart.v- BEAD - - — SIDING TO STUCCO (E) BLOCK TO FRAME WOOD SHEATHING ------- 19 TRANSITION METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER g' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED .[ CASING BEAD VINYL CASING BEAD NOTE: METAL LATH: LATH TO BE PER FBG R103.6.1 / ASTM C-841-12, MIN. 2.5 LBS. WOOD S—IEATI—IINGx PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER *I, BEYONDW9TRCTION STUCCO WRAF WOOD SWEATI41W. WEATHERESTSR RE918TIVE BARRIER I. UEATFER RESISTIVE BARRIER -! —� WI;R5 LAYER *2, FORTIFIBER W XRE ALLAP 9IDIW­—_ {a BUILDINGS PAPER 6'SELF-ADHERING FLASHING METAL LATH / STARTER STRIP—�\ �, 811 THICK 3 COAT CEMENT SE ei noF \` — \ (EXPLODED VIEW FOR PLASTER GALVD FETAL TAL 'Z' FLASHING CLARITY) 14' X 6' SIMULATED—� WOOD TRIM MEMBER CASING BEAD C� RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = V-0' (W/'✓.' FLEXIBLE PVC BACKER ROD) W SELF -ADHERING FLASHING WEATHER R BARRIER 1 WEATHER R BARRIER 1 -------------- SEALANT i i I I I i WINDOW FRAME — ---------------------------- SEALANT — i i I ' WINDOW FRAME i i I 6' SELF -ADHERING FLASHING WEATHER RESISTIVE \ BARRIER 'I TO LAP 6' MIN_ ABOVE TOP OF Z' FLASHING �-'UEATHER RESISTIVE BARRIER 1 UEAT14ER RESISTIVE / MARR ER 4 `GALV'D METAL Z' FLASHING _ DO NOT CAULK OR SEAL OPENING 6' MIN. ABOVE TOP OF 'Z' FLASHING I Y' x 6' SIMULATED / `\ I UKJOD TRIM MEFIBER I • SELF -ADHERING , ' I I FLASHING \ SEAL GAP R EALAALA NT OAPPROVED SEALANT WEATHER RESISTIVE BARRIER 1 SIDING TO STUCCO \-WEATHERRE819TIVE ® FRAME TO FRAME BARRIER -2 ��,� TRANSITION 1J WINDOW FLANGE ---------------------------------------------------------------------- ____ g THICK, 3 COAT CEMENT PLASTER — METAL LATH tl� I a �...--._-___..__.......__.._ _..__. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING I (W/%' 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 Ya" GAP TYP ------------------- - & THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW ----METAL LATH tt I WRB LAYER 02, FORTIFIBER BUILDING PAPER I WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL d STICK OVER FLANGE \------ --- E-Z BEAD VINYL CASING 2X FRAMING — (W/3/s' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ' FLANGE d BUILDING WRAP BUILDING WRAP �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO ==-- WOOD SHEATHING E�Il� SELF-ADHESIVE FLASHING 0 II A R C N I T E C T f 6P Inc. m, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FA%: 407-7744078 www.abdesigngr p.corn AA #: 0003325 F w y m 8 m 0 a 0 a w U d z, a 0 StMDIV. T: SILVERADO LOT 8 BLK 1 Pas LO RO.IECT 04128.00 —08001 MODEL: 4EBB "1828—CALI" GARAGE swINTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT- STATE OF FLOHDA 2 DPurr A 10/21/16 sCALM 1/4"=1'-0" sI3S.ET WA4 CUT HOUSEWRo AT 45' ANGLE MODIFIED '1' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL. 1' BELOW 61 FLEXIBLE DO NOT BE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(O TUCK FLAP LIND at HEAD FOLD HOUSEWF IN AT JAMBS t SLOPE SILL R. INSTALL 6' SELF-ADHE FLASHING C VINYL HEAt FLASHING (i DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND JE FLASHING INSTALL VIP CAP ALIGN FLASHING W) INT. EDGE OF SILL FPO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOUR! DIAGC ACRO WINDC 1PPLY %' NOM. ;ONTIN000S BED SEALANT AT AMBS AND HEE tPLY TO BACI 11NDOW NAILING LANGE IN LINE ARE -PUNCHED IOLES OR SLOT JIDE ADHESIVE - -XIBLE FLASHING VIER DRIP CAP 'ECTO-WRAP E(2UIv) WINDOW FLAS DING INSTALLATION DETAILS 1� O (FULL WRAP) SCALE: NT5 STEP 9 INSTALL PLUMB, L AND SQL MANUFAC WRITTEN INSTRUCT APPLY MEMBRANE 5/11 1 FLASHING OVER JOINT NOTE —----- -- I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS j WRITTEN SPECIFICATIONS LwARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1159 FOLLOWINGS COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SIHOLN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A R C R I T E C T I f DeS� PH: 407-774-6078 FAX: 407-7744078 www.abdesigagroup.00m AA A: 0003325 h W 0 a y O F O w BUDDIV de LOT. SILVERADO LOT 8 BLK 1 PROJECT 04128.006- 08001 MODEL: 4EBB "1828-CALI" GARAGE 93MMO: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING ARCHITECT STATE OF FL A NOTE. SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT - - --.. ROLAND A. ABMC>IACRA AR NO 93723 DATM 10/21/16 SCALE: 1 /4"=1'- 0" SHICEnTr tl tl A5