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Home My WebLink About6549 Wagon Trail St.- • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW 99 1828—CAL199 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C AIR CONDMONING LUM. LUMINOUS -ALL LOCAL AND STATE CODES ADJ. ALT. ADJUSTABLE ALTERNATE M.C. MFH. MEDICINE CABINET MANUFACTURER AMP, AMPERAGE MIN. MINIMUM •OCCUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD MTD. MOUNTED •CONSTRUCTION TYPE — VB CL CAB. CENTER LINE CABINET i` N.T.S. METAL' NOT TO SCALE • MIN. INTERIOR FINISH — CLASS B Cis. CEILING OR ON CENTER •BASIC WIND SPEED — Vult=150 MPH cut CLUB PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON Vasd=116 MPH CPT. CARPET PH. PHONE • EXPOSURE - B C.T. CERAMIC TIE PIT. PLATE •1—STORY RESIDENCE — D. DRYER PLYWD. PLYWOOD •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIG` D.G. BDUBLB DUAL GLAZED Pt P.T. PAIR PRESSURE TREATED AND STATE CODES DIA DIAMETER R RISER DIM. DIMENSION BAD. RADIUS DISP. DISPOSAL RAG. BMW AIR GRILL DP. DEEP REF. REFRIGERATOR DR DOOR Rif. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING UOL. DETAIL S.D. SMOKE DETECTOR D.A. DISHWASHER S.H. SINGLE HUNG EL KEY A. EACH ELEVATION SHT. SHTHG. SHUT SHEATHING SQ.FT. CALC.'S EQ, EXH. EQUAL E MAUST SHWR SIM. SHOWER SIMILAR EXT. EXTERIOR SL SLIDING LIVING IS28 $0. FT. F.G./FX . FIXED GLASS SL GL SLIDING GLASS GARAGE 430 W. FT. F.G. ►LIE. GAS STD. STANDARD ENTRY Ir. SQ. FT. FIN. FINISH SWS SHUR WALL LANAI 88 SQ. FT. MR FLUOR FLOOR FLUOR&S'CENT SC SECNON SOLID CORE TOTAL 2362 SQ. FT. FR, DR. FRENCH DOOR TEMP. TEMPERED GLASS PIG FOOTING TOR( TIUCX GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR DISP. GARBAGE DISPOSAL T.O.S. TOP OF SUB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP, BD. GYPSUM BOARD Y.P. VAPOR PROOF H.B. HOSE BIB W WASHER H.C. HOLLOW CORE W/ WITH HDR HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER W. INTERIOR W.1. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION V.`e F�n of M qCA ORS ��' �Ui1•�als��? � '.. co�;y. tQt� t f-U 7, PVA'RVt`�_'i INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG I —FOUNDATION PLAN PG IA —DOWEL PLAN PG 113—LINTEL SCHEDULE PG IBA —SAFE LOADS PG 2 —FLOOR PLAN PG 3D—ELEVATION "D" PG 4D—FRAMING PLAN ELEVATION "D" PG 4.1—CONNECTOR SCHEDULE PG 5—ELLECTRICAL PLAN PG 6—MECHANICAL PIAN PG DI —MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3—MONOLITHIC 1—STORY WALL SECTIONS & NOTES PG D4—MONOLITHIC 2—STORY WALL SECTIONS & NOTES PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND A,RCNITICT2 5 G2Nsi In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdealgagroup.com AA{h.0003326 y V V 0 4 O R 4 mm dunDIV. Is w T4 SILVERADO LOT 25 BLK 6 P1ROJnCT* 04128.000-02561 kCD$Lc 4EBB 1828— CALI" GARAGM EWDIG: LEFT PACE: COVER PAGE 150 MPH EXP. B 1 1� • �. • -�a a� P � D11/09/17 SCALIIk 1/4'L=L'—OTT »T C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10, 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.6 (PSF) 1. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 111. ATTICS W/OUff STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 1. **MINIMLIM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR STH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) It, CONCRETETILES 25 (TCDL 15 & BCOL 10) E. MIND LOAD CRITERIA 1. BASIC WIND SPEED VULT-150 MPH, VASD=116 MPH 11. EXPOSURE CATEGORY B Ill. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS *0.18 V. RISK CATEGORY if F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.212 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. T 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. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.12 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR311013. 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 PERMT 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED Wt A SELF -CLOSING DEVICE PER R302.5.1 OF FOCR (2014). 3. PER FBCR 6TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID NON-METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FOCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN%4NCH 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 C014FLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANT114G AND IRRIGATION, 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN% THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF Y- O'BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNIO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 1W. 4. PROVIDE 61% 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 W. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUNI NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM TSQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT NTH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R8OZl.& OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116'OSB EXPOSURE-1 OR 1/2CDX 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 5V COX PLYWOOD. 5W COX SHEATHING SHALL BE INSTALLED WTTH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IVON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED WSUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATH114G SHALL BE STRUCTURAL GRADE 7/16"OSB EXPOSURE-1 OR I/? COX PLYWOOD SHEATHIING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 8. CONTRACTORIOWNERTO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALLCALCULATIom 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR NTH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 / ACI 530 1 ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE"N"TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 I b, STANDARD 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN PSI. ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIrrPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. SHALL BE LIMITED TO LJ360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. S. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 25M PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS NTH THE SIZE AND NUMBER OF BOLTSNAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). B. 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 (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6'X 6- WlAX W1.4AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF I T. LOCATE WWF 2'FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R50624 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 OORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. #11 AND SMALLER D . BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 W 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER I . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: LRATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) PLUMBING I . 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 F19W FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITHN AMAFUEX. 4 SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5 ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUrS SHALL CONFORM TO SECTION P3006.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE F8CR 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 SEC'nONP2603.20FTHEFBCR5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301,2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EMPJOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 11T THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-ClO63-12a. 3. LATH & ACCESORIES PER ASTIVI-C-1063-1 IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITEDTO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREEO DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTIVI-C1063 -I IA AND R703,6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02MIN17 A R C N I T E C T 3 6 N ile G r aousjO.nam 41 N. RONALD REAGAN BLVD. LONGWOOD , FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA#-.0003325 rt;� I 14 BUBDIrv. 8ad X.01r. SILVERADO LOT 25 5] BLK 6 pitoimw 04128.000-02561 MODMA 4EBB 1828-CALI" GAP_tG= BWMG: LEFT PAGM GENERAL NOTES 150 MPH, EXP. BJ F-PaWT D.&%% 11/09/17 8CAl.M 1/4"=l'-O" w*rmw GN 2' VTR 2� �A in• KITCHEN SINK W/ 2' VTg 2,1 �1 AUTO VENT "�I •I I/2� 2 1 ' I WC 2, 11 I 1LAV 11/2'3• ( I TUB LAV � I2' 3. I I 2. I I 3' 3' WC 2' I SHWR 1/2' 3• 3• 2' WASHER TUB 2' CO PLUMBING RISER MAN DIAGRAM — I — — — — — — — — — 1�I m'-m' ELEV. ■ / FIN. CONIC. SLAB I 4' CONC., REINF. W/ 6'xb' WI.4XW1.4 WiLM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL ■ I BE BORA-CARE---___ 14' - 3' 14' -&' ��IJ (U1C.)J III tt1 � m ro v 36'xbm' 1 SHWR. PAN s 10ci I X1 L —J I B • � 3 2 II' -I' 1 -5 --� �. I rI I 5 0 TWA i'F 7uTI `EX" 4' CONC r HB i SLAB -4' PVC i - � '-m,k�� CHASE s coND. ■ BOLLARD AS REO. m - / PER BLDG. CODE / EXTEND END OF PVC. RASE UP IVABOVE COND. GONG. PAD I e ■ N I o I J � N V $ e LDI -ov-51/2, I 21'-4' mim I ■ 4' I LAB ��0UU_ I■ T I/2' ■ ■ L ■ 4D1 im EXTEND SLAB 1 1/2' I I ro I I I ��- irr•• I II r--I, LOW �LL.JL. II I OPT. I I SINK II I REF I II L--I_J 0 II II 1' PVC CHASE RA E II FOR ELEC. TO I ISLAND 2X2 I I .LL WALL U _ Y SLSLAB 1 1/2. m 7 IR' I I m'-m' ELEV. �DJ I 0 FIN. CONC. SLAB 1 8 0 4 DI DI I 6"3-4' 14'-0' FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR STH EDITION (2014). 24'X24'XI2' CONC. I PAD W/3-S BARS E.W. ON CHAIRS MIN. 3' COVER ro SECURE STRAP TO UNIT W/ (2) bxl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. CONC. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE. MAIN GOND. DRAIN 3/4' DIA OVER HEAD 0 12' FROM STRUCTURE A E 6 N I T E C T 5 6 „Design PH:407-7i4 78 FAX: 407-774 f www.abdaslgngroup.com AA #: 0003325 F w y 0 F a euumv. se LoTil SILVERADO LOT 25 BLK 6 PROJm0T# 04128.000-02561 MODW&A 4EBB 1828— CALI" GARAGN ewarci LEFT PAGIM FOUNDATION PLAN 150 MPH EXP. B DA 11/09/17 SCALM 1/4"=1'-0•' Bloc" DOWEL PLAN A Itch I T 9 C Tat 6 Mae* 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdosigngroup.com AA#:0003325 A w y V FO y Caa h O 2 C mm F aumry A. ion SILVERADO LOT 25 BLK 6 04128.000-02561 MODEMA 4EBB "1828-CALI" GARAOZ 8VMQ: LEFT >PAGM DOWEL PLAN 150 MPH EXP. B DP � 11/09/17 aCALI: 1/4"=1'-O" alcum 1A L- 3 L- 3 EGRESS (2) 3052-SH L- 4 (2) 3052-SW I LANAI LIVING ROOM 8'-8' CLG. OWNER'S I I SUITS W-8' CLG. I m 6068 SIGD. 0. BATH 8'-8' CLG. BDRM. #4/ DEN 8'-8' CLG. D 0 d II BATH !k2 GARAGE $ TO +� I BDRM•#2 I E ' L-7 � Elm 01:11 EGRESS ------------- 9 L-10 L-3 LINTEL SCHEDULE NOTE: THE LINTEL$ MAY BE SUBSTITUTED U11TH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4c AST-4*9vw LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 Il'-4' Me-ISAT L 2 4'-6' 8F16-05/IT L 3 l'-6' SR9,-I5/IT L 4 11'-4' 8FI6-IB/IT L 5 V-4' 8FI6-IB/IT L 6 l'-6' 8F24-I15/I7 L l 4'-6' 8F8-IB/IT ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL . 8'-0' AFF La - - (NOT USED) L lb - - (NOT USED) L 10 5'-8' 8F12-0115/IT ELEV. 'D', LINTEL SET 8' BACK FROM FRONT OF HOUSE A R C R I T! C T 3 6 Design Grou .n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA p: OW3325 F v 0 v y 0 c ounwiv. as L07 SILVERADO LOT 25 BLK 6 PROJECT# 04128.000-02561 MODR1- 4EBB 1828— CALI" GARAGN ownio. LEFT PAdR: LINTEL SCHEDULE 150 MPH EXP. B T/ 1 D M 11/09/17 OCALIR 1/4"=1'-0" 8*Em P B SAFE LOAD T.48LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRE5TRE55ED U-LINTELS `C C;RAVITT' LENGTH TYPE SU8 8FS-OB OPI2-0B 16- 0- 4- 28- 32- BPO-15P4413 BFIb-IB 8F20-IB 8F24-IB BnO-IB 8F32-IB 2'-10'(34*) PRECAST 2302 3166 6039 1526 5004 10412 11936 3166 6039 1526 5004 10412 11936 3'-6' C42') PRECAST 2302 3138 4689 6001 1315 8630 9941 3166 6039 1526 W04 10412 11936 4'-0'l4$') PRECAST 2029 2325 3461 4438 5410 6384 1358 2646 6039 1526 W04 10412 i1936 4'-6' (54') PRECAST 1651 1161 IS13 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4" l(o4') PRECAST 1184 1223 1301 Zoe 2311 2826 3336 3846 I665 2889 5051 6096 54ee 6424 1450 5'-10'Cl0') PRECAST S12 1000 1055 1414 I889 2304 2121 3131 1455 2464 4144 5458 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 SS%5 689e 1'-6' (90')PRECAST trot 102E I615 2385 I994 243-32886 3333 1025 1615 2610 363E 5596 6613 5041 9'-4' (Ii2') PRECAST 513 632 1049 9 146 1210 1482 1154 2021 168 1212 leis 2544 346E 4030 3121 10'-6'(120") PRECAST 456 482 802 1125 915 1122 1326 1535 650 1025 1514 2081 2114 3130 2404 Il'-4' C136') PRECAST 445 598 935 1365 054 2355 1193 2015 59B 935 1365 1854 2441 3155 4044 12'-O'(144`) PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3550 13'-4'(160')F'RECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-O'(168') PRECAST 33$ 38i 640 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'lll6') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'(I84') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 I'-4'(208')PRESTRESSED N.R. NR NR NR NR NR NR NR No 530 950 1400 IWO 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256')PRESTRE-SED N.R. NR NR NR NR NR NR NR 183 330 1 we 940 1340 1180 211e 22'-O'(2(o4')PRESTRESSED N.R. NR NR NR NR NR NR NR 16e 300 510 ale 1250 1660 IS10 24'-0C288') F�STRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 MATERIALS I, f'c precast lintels = 3500 pal. 2. f'c prestressed Ilntels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510, S. Mortar per A5TM C210 type M or 5. 8' PRECAST 4 PRE5TRE55ED U-LINTELS C4�rn UFFL IFT LATERAL TYPE, LENGTH 8-I I2-IT[2150 16-IT 0-IT 24-1NE21 OF32-IT SUS ape 8-2 12-2Tib-2T 20-2 24-28F32-2T 2'-10'(34') PRECAST 2121 28184101 5332 656990552021 2021 2121 2184981 SISO 6401 8851 3'-6' l42') PRECAST 2165 2289260 4231 521E 11921251 I251 2165 2215165 4125 509110364'-O'(4$") PRECAST 1818 1989832 3680 4532 6245 g38 93$ 1815 1925 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4` l64')PRECASt 13%3• 1404 2110 2141 3315 4010 4648 S05 S05 1393 1431 20SO 2610 3293 3920 4549 5'-10'l10') PRECAST 1212' 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4i51 (16") PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 881 1141 1182 1684 2192 21e3 3216 34132 1'-6° C90')PRECAST 959• 912 1415 IS14 2354 2191 3240 65l 9W 1029 1466 1901 2351 2151 3245 591 9'-4' (112") PRECAST Set- 612 Sao 1269 1560 1852 2144 454 630 Sol 155 i192 1550 1910 2211 2634 10'-6'(126") PRECAST lib• 498 193 1021 1261 1496 1131 493 116 roll 103E 138E till 2034 2358 396 Il'-4' (136') PRECAST 666• 43S 696 899 1104 1305 1515 363 556 666 535 9e5 1295 1595 1896 2198 IT-O'(144") PRECAST 601• 400 631 816 1001 list 1312 340 494 631 486 ale 120E 1514 1199 2086 PRECAST 500• 340 532 686 641 SS-11153 302 398 513 409 682 1004 1361 1631 1891 14'-0'CI68') PRECAST 458• 316 493 635 118 922 1e65 286 360 548 318 629 922 1254 1561 le* 14'-8' (Il6') PRESTRESSED 243 295 459 591 124 851 990 N.R. 351 243 352 582 852 1156 14SI 1142 15'-4'(IS4')Fh2ESTRESSED 228 218 430 553 611 801 Wr, N.R. 321 228 329 542 151 1012 Dal 1616 Il'-4' (20W)PRESTRESSED 188 236 361 464 561 610 114 N.R. 255 158 216 449 649 814 1121 1389 i9'-4' (232'I PRESTRESSED 165 201 313 401 49O 516 661 N.R. 204 165 239 363 550 136 940 1160 2i'-4' (256')F RESTRESSED 145 186 218 356 433 512 N.R.112 142 212 336 411 635 Bel 22'-O'(264')PRESTRESSED 140 180 268 343 416 493 ..161 131 205 322 451 601 ill J1341 24'-O'1288') PRESTRESSED 121 165 244 312 380 441124 135 06 290 400 538 680N.R. GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD R.EBAR 8" PRECAST W1 2' RECESS DOOR U-LINTELS C 4 GRAVITY TYPE LENGTH TYPE - WI OV-05 8W14- ID- 2- 6- DW30.OS SWIO-115 OW14-0 011=ia-19 SYW22-0 al8'26-6 6W30-16 4'-4' (52') PRECAST 1591 3053 2982 3954 4929 5904 6880 i4as 1821 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-$' (roe") PRECAST 832 1602 1550 2058 2566 3015 3585 185 1153 2162 1 4014 6412 1 6516 5814 6839 5'-10' (10') PRECAST in119 1500 1449 1924 2400 2816 3352 1103 2051 Bell 6412 6516 5450 6411 6'-8' (80')PRECAST 822 90l 1611 2933 2516 3223 3812 4522 9e1 Ibll 2933 4100 b130 8111 6101 C90') PRECAST trot 1311 2252 1958 2451 2944 3439 665 164 1311 232E 3609 5492 6624 5132 9'-$' lilt') PRECAST 311 420 634 1253 lei] 1342 1614 tear. 535 928 I 1491 1 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS IS„ UF'L IFT LATERAL TYPE LENGTH 91W6-IT 0RFIC-IT 8RFM1-IT BRFI9-rr SW22-IT SM&-IT OW30- aFFb-2T SWIC-2T 91�14-2T SWIS-27 BRF224T 8RF26-2 OW30.2 aft 4'-4' (52'J PRECAST 1244 1573 2413 3260 4112 4561 5825 932 932 1244 1519 2335 311e 4008 485e 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 1192 14" 2240 3036 3831 4643 5453 853 C68')PREGAST 924• 1112 1195 2423 3055 389 6 4325 501 924 1132 1141 2351 2918 3603 4230 5OI 5'-10' (10') PRECAST 896• 1138 1142 2352 2965 3501 41SS 469 896 iO99 1690 22" 2891 3491 4106 469 6'-8' (80')PRECAST 11a 882 1513 2042 2513 3101 3642 830 1100 lie 956 1468 1981 2509 3e35 3563 l90')PRECAST 688 691 1325 late 2280 2153 3221 110 441 lb" 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533• 433 We 1123 1413 1104 1995 614 533 521 1009 1369 1128 2088 SO 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR "5 REBAR AT TOP MIN. (1)REQ'D 'd• 1-1/2' CLEAR T`i'FE DESIGNATION Q 3 F = FILLED WITH GROUT / U - UNFILLED U Q = G.M,U. r QUANTITY OF +5 REBAR AT I BOTTOM OF LINTEL CAVITY 1 g + i GROUT 8F1ro - z -15AT �p 5 RESAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF S REBAR AT TOP 1-5/8'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels il'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length Is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 05 rebars in $' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. S. All safe loads In units of pounds per linear foot. A R C H I T! C T a 6 Design Gr u In�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7748078 FAX: 407.7744078 www.abdealgngroup.com AA is 0003325 D m m w 0 y a 0 -1 81=DXV 88 LOT: SILVERADO LOT 25 BLK 6 FROJ=T# 04128.000-02561 MODRU 4EBB "1828-CALI" GARAGR 8WWQ: LEFT PAGL" SAFE LOAD TABLES 150 MPH EXP. B AACHITECT' STATE: OF FLOMA PAT& 11/09/17 aCAL1R 1/4"=1'-0" ai12= 1B01 COAPONENT AND CLADDNG WIND LOADS BASIC WIND B PONE FOR 3 SECOND GIATIS GPI Sam ZONE ID WH WIND MB) nBK0 AND7WE FOOTAGE MIN, WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN, 41 5 22/-28 CRITERIA 160,10 DAD, 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. 2014) TO MEET TESTED ALIDWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOL DATE 07 OBL. TOP PLATE B m BAR DETAIL A SCALE: 1/2'.1'-0' G LIVING ROOM - 1 CLG. 8'_�CLG. I m° ro I i I OWN -� bmbe SD. G SUTES _ NING 2x8 OM Iu 4'_8 ? t110" ILL rci 6'_2" 4_S" m ( � C 0 g Ol I 0. _ _IR•19H - GLG. ------- -- V. ---- b36 Q 8'B8' iv _B GIB :11, e s'_8„ 6,_m, v z'-a° 6,_e. Irc fK� CHi N CLG. V. C 36'x60' , • • r 1 j 9HWR PAN _ _ _ - I OPT- I I REF I - fR-19FI 91NK 2 •b36 �p `" -__ r�U I=o --�-,N I'-0„ 0 3'-6° ro IfY r _ b36 RANGE PA N. Trc� 8'-8' GLG m BDRM. L @ ARCH V O O _6 3-9H - 8'-8' v� _ N w Ui�' a)V1 I' 8' ° IC. II 4I .8 2'-1 �v 4'- _3'-4" 5'-4" V II'-4" _ jlmw I �p rR A ifi?f�l YY .4 I u=i " DB RM.#3 I I �� I �� f I" ry• .n ri 8'-8' CLG. v --- m 0 -irXs4--i m I ATTIC I L ACCE89_ J ryv 5'-4' s I 3'-8' AV.. 3-4' v BOLLARD AS REQ, Ul I U > 5 PER BLDG. ro 11 ry I1 BATH #2 m CODE - 8'-8' CLG. G 8-8 G. V. S Fn BDRM.#2 8'-8' CLG. BOTTOM OF LINTEL v 1'-8' Ar-R ------------------- 21'-4' 4 4 !4 m FLOOR PLAN NOTE: -2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.0 FBCR 5TH ED. (2014). 0 ro v s EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRIG. SQ.FT. CAM'S LIVING 1628 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 50. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A N C N I T E C T 8 6 Design GrouP"Ia 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA t . 0003326 ti w y h 0 C F O e MO STJDDIV. Ae LoT. SILVERADO LOT 25 BLK 6 PRoJmcT# 04128.000-02561 moamt 4EBB 1828- CALI" GARAO>Q BwaTa: LEFT PAG>1h FLOOR PLAN 150 MPH EXP. B ARCF NTECT: STATE, OF FLORIDA DP 11/09/17 BCA=: 1/4"=1'-O" 81131= 2 OFF RIDGE T EN m FE- I -M- INIM LOOK Fullill SELM REAR ELEVATION TEXTURED FINISH FYPON LVI2X24 OR EQUIVALENT B'-8' BRCS. HGT. g-g• m' COACH LIGHT e s 0'-O' FIN. FLR 0'-0' FIN. FLR LJ OFF RIDGE VENT OFF RIDGE VENT rn Fn FRONT ELEVATION TEXTURED FINISH NOTE: U)ALL FENESTRATION FLASHING AS PER FBCR R103.8.1 8'-B' BRG. HGT. - — — - - - - - - - - - - - - - - - r� �d O'-0' FIN. FLR �'� - --�-- -- — - --- - -- - — - — - -- - - - - - -- — - - - --- �,o'-0' FIN. LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT H v d O'-0' FIN. FLR �L — — — — —— Y NF RIGHT ELEVATION FINISH - I _ � 0'-O' FIN. FLR. ROOF - —FYPON BKTIIXIT OR EQUIVALENT �8'-8' BRG. HGT, 16'X62' FYPON i� DECO. 14 SHUTTER OR RA EQUIVALENT TYP. 4' RAISED BAND (TYP.) J0'-0' FIN. FLR AREA OF ATTIC 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7AS VENn IATION AREA X SQ. INCHES PER FT.(144) = 1134.72 SQ. IN. N9N. REQUIRED VENTILATION = .5X IM72 IN UPPER PORTION OF ATTIC - 567.36 SCL IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4.93357 TOTAL #OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIAMTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) z' I -m 0 m i'1 nLOUVER DETAIL SCALE: 1/2' . V-0' A R C R IT E C T 8 6 Design Grou . . 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003328 W rn y O y 0 F F Qusoly. as LOT: SILVERADO LOT 25 BLK 6 PROJECT* 04128.000-02561 MODEL: 4EBB "1828-CALI" GARAGE BWIKG: LEFT PAGE: REAR, FRONT LEFT & RIGHT ELEV. „D., 150 MPH EXP. B ARCKMCT STATE OF FLORRaA 1 � 11/09/17 8CALE: 1 /4"=1'- 0" EiIEET 3D .. — DENOTE RAT MIN s IDO/CMAX.DDM 2* STRXZACK FRAMING PLAN CCA 0'1/14/14 6 Growi In L441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 J F y Chi y a F V 4 A H j eUDD:v & LOT: SILVERADO LOT 25 BLK 6 PROJWT# 04128.000-02561 mona, 4EBB "1828-CALI" GAP-%GZ swiNG: LEFT ]PAGIft FRAMING PLAN ELEVATION "D" 150 MPH E)T. B nim DA11/09/17 sOAIM 1/4"=1'-0" simm" 4D CONNECTOR SCHEDULE I CONS DATE, 01-05-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (8) 10d x 1 1/2' I -PLY, (6) 10d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION) (2) META-* 1085 (2) HTA 16 -is 2800 (10) 1" x 11/2' 1-PLY, (USP: (10) 10d x 1 1/2') 2515 (14) Ibd 2-PLY (USP: NO ibd OPTION) HETA-16 1810 HTA 16 1810 (S) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) Wd x 1 1/2', NO 16d OPTION HETA-20 ISO NTA 20 laic (e) 10d x 1 1/2' I -PLY, (8) Yad 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION Z (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 1/2' I -PLY USP, (10) 10d x 1 1/2' 2s00 (12) 16d 2-PLY (USP, NO Ibd OPTION) O LGT-2 260 LUGT-2 1550 (1) - 1/4'. 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d (n DETAL-20 2480 DHTA-20 2430 (IS) - 10d x 1 1/2, 1 PLY MGT 3e65 MUGT 4115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12- EMBED), (22) 10d TO WOOD (USP: (20) Wd TO WOOD) HGT-2 . IC000 HUGT-2 e150 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (a) 10d) HGT-3 Ic530 4UGT-3 e860 (2) 3/4' A.TA. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), 06) 10d TO WOOD (USP: WOOD (8) I0d) LG73-SD925 3285 LUGT-3 3525 (12)SOS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W925) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA P310 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4e40 NO USP CONVERSION FOR 51MP50N VGT (U 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6J-SDS I/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMP50N (2)VGT) (2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 Iles (14) 10d x 1 I2' (USP: (14) 10d x 1 1/2', (14) I0d) MTS-16 1150 HTW 16 I26O (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2% (16) 10d) MTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) WTS-24 WOO HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 +• e25 LSTA 12 S30 (10) kDd USP: (10) 10d LSTA-18 ++ 1235 LSTA IS 1235 (14) 10d USP: (14) 1" META-18 .. 1315 META-18 1310 (14) 10d USP: (14) 10d N M5TA-24 .+ 1640 MSTA-24 1640 (15)10.1 USP: (10) 10d IL MSTA-30 •• 2050 META-30 2065 (22) 10d USP: (22) 10d MSTA-36 •• 20" META-56 2065 (26)101d USP: (26)10d H MST]-3(. 30" KSTI 236 38e0 (36) 10d x 1 12' USP: (36) l0d x 1 1/2, N MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 12' USP, (48) and x 112' H6 S50 LFTA 6 1210 (8) 8d TO PLATES, (S) 8d TO STUDS (USP: (16) Sal x 112', (16) 8d) SP4 885 OPT 4 e43 (6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS A34 3e5 MP 34 300 (4) Od x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Od x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. MCP2 645 HMCP 2 000 (it) 10d x 1 12' USP: (10) Od x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE 14104 1140 FIT 16A 13W (10) 10d x 1 I2' USP: (e) 10d x I 1/2'TO TRUSS, (8) 10d X 112' TO PLATE VGT 4 HDU4 4e40 PHO 4A 5215 06)-8DS V4'x3' TO WOOD, (10)-8DS 1/4'x2 I2' W/ THREADED ROD, (2) NUTS/WA5HER2 PLY USP: 5/0' ATR MIN 1' EMBED SET IN HIC:H STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 140115 4S40 TDX 10 10140 (16)-806 1/4'xV TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THpI-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (U 5/8' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) Ibd TO WOOD USP, SAME AS SIMPSON ABU b6Z 2300 12000 PAU 66 2300 16005 (1) 5/0' A.T.R. IN W*W STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)Ibd TO WOOD U6P, SAME AS SIMPSON LTTIS + 1340 LTS It 1205 (U.$/4' A.T.R. IN HIGIN STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (B)IOd TO WOOD USP, SAME AS SIMPSON 0 a: LTT205 +++ 1500 LTS 206 i105 (1) I2' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, MCA0d TO WOOD USP, 3/4' ATR MIN 1' EMBED BET IN HIGH STRENGTH EPDXY, (10) 10d, (IC) 10d x 1 I2', 2-I2' 0 Z HTT4 4455 14TT45 4160 (D 5/6' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONC, (18) 80'10 X 1 I2' (USP, (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS, (20) 10d, (20) 1Od x I-12', (20) Ibd x 2 1/2' Q HTTS 50e0 WTT45 5005 lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 2 I2' (USP: !20) Ibd X 2-127 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-I2', (20) Ibd x 2 12' HHDQII-SDS 25+ i1,010 UPHD II 143S5 (U 1' A:r.R IN HIGH STRENGTH EPDXY, (MIN m' EMBED.) IN CCNC, (24) SDS Y,' x A' WOOD SCREWS (USP: (24) UW WOOD SCREWS) ND1B 6645 TDX 10 10140 (D 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP, (4) 1/0' BOLTS) (n MEHA 356/1125 3415 5330 NFM35XI2U 2500 113c SIMPSON: (U 3/4' ATR IN HKaH STRENGTH EPDXY, (MM. 6.15' EMBEDMENT) IN CMW. TOP, (1) 3/4, ATR WISH IN HH STREWTH EPDXY, (MIN CM. EMBEDMENT) IN C. FACE, (IOA0d TO BEAM USP. 0) 12' J-BOLT W/ MINIMUM 6, EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSETAREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. S'EMBED DEPTH INSTALLED IN THE FACE. T JOIST W (..)` HUSC412 (WOOD) 3635 2660 (FLR) HU54121F 3060 2110 (FLR) (10)16d TO HEADER (10) Ibd TO WOOD USP: SAME A0 SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q F#1C410 (CMU) 1000 4520 MD410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (e PER FLANGE) TO CMU, (10) Od TO WOOD, (USP: (18) 1/4' x 3' WS3 SCREU.S, 00) 10d TO WOOD, USP (20) 3/16' TAPPER-, 00) 10d TO WOOD HUC210.2 lCMU) Is" 5005 HD210-21F 1305 5000 (1W 114' x 2.3/4' TITEN (e PER FLAW.E) TO CHU, (10) 10d TO WOOD, (USP, (16) 1/4' x V W63 SCREIU3, (10) 104 TO WOOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD HUC210-3 (CMU) Woo 50Bg HD210-31F 1309 s000 (IS) 1/4.. 2-3/4' TITEN (e PER FLANGE) TO CMU, (10) 1041 TO WOOD, (USP, (18) V4' x 3' W03 SCREWS, (10) Vol TO WOOD. USP (20) 3A6' TAPPER-, (10) Waal TO WOOD LGUM26-2-0D0 1430 SSW LCAM26-2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER PLANGEJ TO CMU, (4) 1/4' X 2 12' $D5 SCREWS TO WOOD, USP (4) 318' X 4' DGE T•! 3 SC T HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL M C.M.U. WALL MUST BE FILLED SOLID w/ GLUT. •+ 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 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION V1 +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE W, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V L!J I 0 A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / MDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 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-G2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING ! FASTENING SYSTEMS FOR CONCRETE ! MASONRY CATALOG C-SAS-2012 ! USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 V-4' TO "I'-& DBL 2 x 10 1'-0' TO 10'-C' DBL 2 x 12 1C'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-C' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' DBL 2 x 12 8'-O' AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0. U.N.O. 4'-II 1/2' j'-II 12' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 3 2 x 12 (2 SYP) 1/16' 03B NAIL (3) 12d A 6'-8' O.G. FRAMING NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -IS, • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 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 7RUSSEB. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ, ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N I T E C T 6 Design Grou 1�.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.00m AA 8: 0003325 F y v a Fo V h 4 F c 2 F iu=zv. as LOT. SILVERADO LOT 25 BLK 6 PROJECT 04128.000-02561 MoDzu 4EBB 1828- CALI" LEFT PAGM: CONNECTOR SCHEDULE 150 MPH EXP. B ARCHITECT: STATE OF FLOWDA y1 ;�,a ROLAND N AIRNO 93723 CRA D TM 11/1 /17 BCAIR» 1/4"=1'-0" BI3luT 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES I25V OUTLET 20 AMP 6NOLE CLE IIOV OUTLET HOV OUTLET V7ro OwwP 01*4 0"ED e GPI IIOV CUTLET SOUPED "W v PALL 1ITERO:TER ]TAMPER RE616TANT TTPE) 220V OUTLET W INRE CON:CTCW IS21PP EXT. WATERPNDOP 91K)Ild7 PAULT ffl OUTLET NTERBIPIER $uTCH OUATCH 3-WAY OPER H/4 6WT04 4-U)AT OPER L. � WALL MONM f Lg CEILING LIGHT VP ,AFORPROOP \�\ /O\ CAN �- WALL SCONCE PR:-WRED YEW. PAN I ON PER a& PT. VENT. PAN uo-uGMNr I c0M PER ea PT. ITT/T1I�T V PINTIMa! reP[cN��TQQmp dY FLU04REaCENT tT :.maim u6WP AROUND J 2, muoR caw A' a0oRE6ClNT 4' TRACK LI 0 PANEL mian METER (D S.D. W412 DETECTOR WALL I ou'ImD EAT. edcK-1P aD. SMOKE DETECTOR YY.IiAB�IYBC ® S/CO CARBON IICNCXCVI RICO DNTSCTCR Ocmw uTM. - OUTER-COISECTED MALL BE A DWTANCE OP NOT LESS THIN 4• PlNDAM LIGHT ��..11�� TI/ OUTLET . MM%4MM JACK � WATER 4EATER TO m[ [L[VdT[D DIOCCTIECT AM CODRICN DISCONSCT N❑. tEL[VNKN JACK EOK RE O TO w SUPPORTED N ACCOImANcE W wx J-m A6 6UCN POR Wl CEILNG PANA15Hf TO IRS mMPP'owmv, N 4CC01®dNCE NIP ,ON A6 BUCN POR ROOD LIGM OPT. SECLRITT KeYPAD PA PUSH-mUTTOJ POR C rm6 ��» Dem PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING, ALL RECEPTACLES M ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DIQLe 1 SHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE Mlx CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MII FBCR 5TH EDITION (209). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED'2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED BY E411LDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESiDENTIAI ENERGY EFFICIENCY) 2014. Sth EDITION R404.1 CEILING LIVING ROOM MTD. LIGHT TO BE INSTALLED, OWNER'S PRE -WIRED WP I PROVIDE I SUIT CLG FAN GFI 1 J-BOX FORI T,/ OPT, FAN I CLG FAN \\ DINING \ ROOM I i I 1 / / I ' / _ _ - - -66-U ET SWITCH IN FOR DW CABINET ------- ---- ------ I � 0 i- jBATH \\ GFI GFI W.I.C. \\ r ---- _ �or�T: ---__--J \ DW ® IREF I _ - SINK \ TKI KIT, VP ------ r H UUN DI GFI \i� PAN. GFIRAWSE CFI/ BDRM. #4/� _v i DEN -- /- m I / = HOOD WIRE W/ OUTLET FOR \ I FUTURE MICRO F'fiE-WIRED S CLG PAN S/ O 3� 3 BDRM #3 I- fi� I / 3C IRA i PRE -WIRED �� 1I / CLG FAN WH 44' PB. FOR I (� AFF. F / GARAGE DOOR II ---- / - COND. BOLLARD O AS RBLDG.PER WALL MOUNTED�-- LIGHT W/SWITCH IN ATTIC I ®I BATH 20 // I s/Coll ll / METER W CLG. (I n - \\ 5 VERIFYFIELOUTLET -KEYLESS \ \ LOG a FIXTURE \ IRRIGATION F \\ BDRM.#2 OUTLET m \ 48' AFF. GF1 GARA E ENTRY = / / CLG PRE CWI�RED — —------------------ III*IIRI / ;OACH LIGHT ELECTRICAL PLAN 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 8. ALL CONDUCTORS SHALL BE TYPE THHN/THU1N UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 61 COPPER (CU) IN 1-1/2" DIA SCHEDULE 8O PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID, LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 9D21 HOUSE PLAN: MODEL LOAD INFORMATION VA 1628 94 FT GENERAL LWTT21H0 X 9 VA PER BQ R 5A64 2 20 AYP "FLL NCE CIRCUIT' AT 1500 VA G 5OSO 1 LAUNDRY CNRCUR I000 I RANGE AT NA1 PLATR RATING OR COO2T'oP/OVNDN 12000 1 wATER HEATAR 450E 1 DT6s."uER 1200 I c1.oTN>s DRYER 5000 1 IRCROwAVR 1500 1 REPRIOmRATOR 12W 2UETOTAL Or 031NERAL LOAD 3"" FIRST 10 XVA O1 OEN®UL LOAD AT 100% WOOD,ENAMDRR Or RG@ERAL LOAD AT 40N 25684 VA z .4 10354 TOTAL NET GENERAL LOAD 20554 0.5 TON MAT PUMP IS/ 6" EMERGENCY HEAT STRIP) 21 Al- i 240 VA- R5 TON COOLING 8YST01 40 AI@ z 240 V • - N17 OIDDCML LOAD 20954 llS'T ]O'TAL NVAC 9600 TOTAL LOAD 25254 CALCULATED LOAD FOR SERVICE 2R2L4 VA/240 v- a2e Alm 150 AMP SERVICE •woRer CASE SCENARN) - HRUGHT W.. LOAD USED FOR CALCULATTOw• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: M,283 VA 30" vA m 100%, REMAINDER ® 35% NET LOAD: 6,S45 VA RANGE: 12000 m 10% 8,400 VA DRYER: 5,000 m 10% 3500 VA TOTAL 18,849 VA NEUTRAL AAPACITY: 18,489 / 240 i 18 A 42 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3-2/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THU.N • 106 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG.) e COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 64 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A It C H I T E C T 3 6 N i; n Grou Inc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 4: 0003325 V Oi 0 O F 0 siJaDIV. At MAT. SILVERADO LOT 25 BLK 6 PROJMT* 04128.000-02561 Moas� 4EBB "1828-CALI" GARAGRI OWING: LEFT PAGZ: ELECTRICAL PLAN 150 MPH EXP. B AA0fMCTT STATE OF RQflpA ' P \I R r ROLAro AL ABOUCHACRA AR NO 93723 pjtnmD♦ 11/09/17 OCALM 1/4"=V-0" eNOW 5 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 / 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 SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOTS, 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. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 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 4 LIGHT O/A OUTSIDE AIR 1% THER10STAT m PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T N AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES I y AIR HANDLER EXTERIOR WALL y SECURE STRAP TO CONC. CONDENSER 3/d' PVC CONDENSATE DRAIN LINE W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL +r T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8XI I/4' SHT. MTL. SCREWS IN AN APROVED DRAIN, A5 PER � 0 FBCR 5TH EDITION . COD MECHANICAL BLDG. CODE CONDENSER UNIT SECTION 3012.1.1 HVAC DRAINS CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG I I INSIDE I I CAULK J FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC v. SEE TE PLAN FLOOR SLAB CLEAN -OUT (TYP.) N S COUNTERSUNK C.O. PLUG 1 6 —� SEE SPEC. --- - - - - - - - - - \\\1'-8'XS' CONC. FIN. GRADE-' L __ OR PAVING - - FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED I I — ------ —y ,JNV. SEE SI EE LPt AN NEXT. GROUND CLEAN -OUT (TYPN) FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A E C N I T E C T S 6 Ms!Fn Grou .a 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w 0 4 y 0 F Sumxv. a. LOT SILVERADO LOT 25 BLK 6 PROJWT# 04128.000-02561 moxam 4EBB "1828- CALI" OARAGR 8WINd: LEFT PAOR: MECHANICAL PLAN 150 MPH EXP. B ARCHITECT- 1 DM 11/09/17 ECAIM 1/4"=1'-0" 8*1mw 6 ru s Reese veR.TICALLr W tout. 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LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 000332E F y V W O h C F O R1Vm m a LOT SILVERADO LOT 25 BLK 6 Pnoj=To 04128.000-02561 MODAM& 4EBB "1828—CALI" OARAGZ 13MMO.' LEFT PALM MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARtCFRTECT. STATE OF FLORIDA DlAtTMT 11/09/17 9CALM 1/4"=1'-0" all==T�e mil) 1 JV 1 PRE-ENGINEERED TRUSS 4'-C' MIN. MTS-12 BOTTOM PLATE: 1/16, COB. (2) Rd NAILS AT 2X4 EA. STUD. BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' OL. VI6' OSB. 1/2' AB. W/ MIN. 1' EMBEDMENT LOCATE 6'-e' PROIh ENDS f AND 32' OL, MAX TEXTURED FINISH META-16 MTS-12 MAX S' CMU WALL (2) 12d NAILS WITHIN 4' OF EA, PRE-ENGNEERED END 1 (2) 12d NAILS • 12' OC. TRUES MAX IN FIELD. KNEE WALL DETAIL rl-\ STICK BUILT WALL DETAIL 1 N,Tb. TO BLOCK 2 SCALE: V2'.1'-O' SPS • EA. STUD TOP 4 SECURE 2.6 MN. TO BLK W/(2)X/' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ BOTTOM ANC4•IOR BOLT W/ 2' WARNER BET FRAMING PLAN PRE-ENG TRUSSES W?RUS IN SnMP80N NKaNI STRENGTH DOABLE TOP PLATE HEADER CONNECTOR UP i0 90M -SECURE 2x TO BLOCK EPDXY 4' EMEIED. 2X4 SECURED i0 W/ (2) &- TAPCCN9 OR - GABLE END W/[2)12dmEA. UPRIGHT CRIPPLE STUDS 16' O.G. MAX DOUBLE 70P PLATE MN E PANK 912E .I49) ° HEADER SIZE PER l:IQCAOT 2X4 SECURED TO SIMPSCN LSTA-12 • EA. JACK 91MPSON META-24 • EA JACK (MIN EMBED. 1 O �. O GABLE ENG WN2)12d SPAN CHART, STUD, BOTH SIDES OF 2x8 STUDS 16' OZ. MAX W/ WITHIN 8' OF EACH o 6'-8' OL. OPENING. SHEATHING. SHEATHING LO BE 18' OL. MAX 8"PA 2. STUDS -)6* C.C. MAX W/ nax. oPen:w as' WITHIN }' OF WINDOW/ DOOR - ttYa BECthFE 2x4 ON SHEATHING. SHEATHING TO BE OPENING AND SECURE PER FLAT TO BLK DOOR/ WITHIN }' OF WINDOW/ DOOR FASTENER SCHEDULE �' CAB. SHEATHING OR W/ CUT NAILS. WINIDOW OPENING AND SECURE PER (2) STUDS, [2/ JAMS EA I' CDX PLYWOOD OPENING FASTENER SCHEDULE SIDE CF OPENING KING STUDS (SEE HEADER JACK STUD ASSEMBLY TO BE SPAN CHART FOR DETAILS AND SPECIFICATION) SECURED ONE PLY o q TIME. USE 12d NAILS, TWO WITHIN 6' 0 2.4 BLCCK9 ? 17 0. L • GABLE BLOCKING JACKS (SEE HEADER SPAN i�T 12' O.C. EACH STAAGGEREND 4 NO D RE CMU WALL SIDES: 2X6 GARAGE DOOR ENlCK W/ (3) TRUSS 2x4 BLOCKING r =rl ,r= CHART FOR DETAILS AND SPECIFICATION) WINDOW SILL W/CRIPPLES )1'X6' J-DOLTS 4' EMBEDMENT MIN. • EA RAFTER 16, OL. U/ 2'X2'X16 WASHER AND NUT L-30 EA. JACK STUD ASSEMBLY TO BE SPACED EVENLY FROM FLOOR TO RAFTER SECURED ONE PLY A TPME. }' DIA ANCHOR BOLT OR GARAGE DOHDR IN JOINTS 142.5 EA USE 12d NAILS, TWO WITHN 6' AT W' OZ. MAX WITH T' PRIOR TO FILLING.5 • RAFTER FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED EMBEDMENT AND 2' DIA. WASHER PpfiCMT au 1-2X6 PT BLOCK CENTER OF DOOR WeW/!I $'XS' J-BOLTS x4 RAFTER • 24' CO. --AND SIMPSON MSTAM•24 o EA. 4' EMBEDMENT W/ 2'X2'XV WASHER 2z4 BOTTOM PLATER EA FULL JACK SECURED W M1p NUt �,yy� LENGTH STUD, BOTH SIDES SPECIFIED ANCHORS �O �' (TYP) OF OPENING. SHEATHING TO LAP TO TOP NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO OF MASONRY WALL. 2X8 P.T. BOTTOM PLATE MANUFACTURER'S INSTALLATION INSTRUCTIONS WWERE SHEATHING MUST NOT SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK 1'-4' MIK FROM 2ND ,. GARAGE DOOR TYP. EXTERIOR WINDOW DOOR / FLR LINE. 3 B C ATTACHMENT 4 FRAMED OVERHANG N.Tb. 5 0 ING FRAM W F OOR TR SS 5 WINDOW ® 2-STORY OPENING WALL ARCH WINDOW 6 scALE: 1 FRAME SECTION •.1'.0• A SCALE, 1/2'.1'-0' FASTENER SCHEDULE NOTE: TYP. EXT. SHEATHING ATTACHMENT - — ROOF DIAPHRAGM re Rim sNawc caw w.iLs • a' oc. FOR --HEAR 1 UPLIFT (O.S.B. TO BE STRUCTURAL USE T/WDSM. OR 1/2' COX PLY WITH ffi RING SWANK GUN NAILS AT 4' OZ. AT SUPPORTED PANEL EDGER AND ffi RING SWANK GIN NAILS AT 6' O.C. AT GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT I�OUIRED EXCEPT OPENINGS PRE-ENG. TRUES / INTERMEDIATE SUPPORTS. SEE DETAIL. DBL. 2X TOP PLATE ROOF SHEATHING TO GABLE END FRAME USE ffi CAN NAILS s 4' OZ. `a <� _ 2X BLOCKING • EXTERIOR SHEATHING TOP OF USE V16' OAS. OR U2' PLY WITH'6 RING SHANC GIN NAILS AT 6' CO. AT PANEL SIDES AND ffi RING SWANK CAN NAILS 4' O.C. TOP 1 BOTTOM ' a!q T/16' ORB. PANEL AND ffi RING SWANK GUN NAILS AT 6' OL. AT N 2X STUDS I6' OC MAX y� 0 INTERMEDIATE SUPPORTS. SEE DETAIL. w ffi RING SHANK CAN NAILS • ' O.L'. IN FIELD 2X BTM. PLATE NOTE: RSHANK GUN NAILS SHALL6 ING BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MANUFACTURER AN � ^ � 0 1 / \ J 3/4, FLOOR DECKING � NAIL REQUIREMENTS ° a a PRE- ENGINEERED a m jj I I BdE RCUNIDA)'MODIFI 2ENGTH DII3, tEN�I 7R CR f CORD BLIRST 2 FRAMING OCKING AT 4' OP TBOTTOM L. MAX. N F SPACES AT EACH END. �!q 6 w �u o p 3 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF FLOOR TRUSS CONY. W/ (5) 12d NAILS dPSE: NAILS TO I3E FFG. BY MEMBER OF INT. RAFTER OR 0 11[ ij SHEATHING (08B. TO BE STRUCTURAL GRADE) 7P 0 .3 HETA-W BLK WALL STAPLE, NAIL TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0Dt2 OVER SHANK DIAMETER ROOF SHEATHING P e � QI CONTINUOUS SHEATHING, O BEGIN AT TOP OF BLK W/ I/4' GAP FIFOI'I BLK TO ObB. 2X4X4' SECURE TO TRU88 W/ 3-Yld OL. MAX TYP. 3. W TO 20 RINCB PER NCH 4. 0280 INCH RILL ROUND FEAD DIAMETER m µ!�� ffi 2- DECK SCREWS 6'-8' O HORIZONTAL 2X SPP. STRUCTURAL BLOCKING AT PERIMETER OF O.B.B. TO PROVIDE CONT. NAIL PATTERN 2X4 SECURE t0 2X4 BLK W/l-12d 5. 2 INCH NAIL LENGTH p �- J '� 6 OL. MAX • EDGES 4 12' CO. w MAX IN FIELD. ED O3 REMAINING AREA TO BE SHEATHED FROM DBL TOP SECURE TO BLK W/ META-16 - m a 'SHANK TO EXTEND BEYOND PLATE TO HORIZONTAL BLOCKING. o THICKNESS OF SUB -FLOOR SH ®EATHING ♦TOP OF WOOD FRAMED WALL TO BE ROOF SHEATHING LAYOUT SHEATHING �� STAC,<.ERED MIN. OF W FROM SHEET BELOW Q INSTALL ALL SHEETS WFACE GRAIN PARALLEL AND ENDLUALL BRACING BUILDING LENGTH k TYP, EXT. SHEATHING ATTACNA'MENT TO STUDS ry 2'-0" NSI N OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING 9TFWTURAL FOR WALL EGRADE) ATHING ( 085 TOJ BE TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO EXT. WALL SHEATHING 9 SCALE: 1/2'.1'-0' r SCALE: I/2'•I'•0' ALL EXPOSED MEMBERS, ARCNITECT!"I Design GroU I... Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA A4 0003325 I 2 O V O F O BtnMZV. Aa L T6 SILVERADO LOT 25 BLK 6 rnoi=T* 04128.000-02561 AgODT$Z4 4EBB "1828- CALI" GAPLAGM S'WMG: LEFT PAGM MISC. DETAILS 150 MPH EXP. B aim DATM 11/09/17 OCAXM 1/4"=1'-0" s D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW5.21 ON a' O.S.5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE FIRS-ENG TRU$$ P.T. 1X2 W/ MTL. DRIP EDGE 2x4 OR 2xro SUB -BANE) PER ELEVATIONS VENTED ALLIM.SOFFIT EMBED, STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY NO=— 10 zo 0 -7, �EE ENERGY CODE FORMS :OR INSULATION R-vALLIES I GYPSUM BOARD OR ? PIG ,TRENGTH CLG. BOARD 'ONC. FILLED LINTEL 5LK W1 1) S REBAR CONTINUOUS IRECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-vALUES )INDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W1 CONC. POURED CELL Ix2 F.T. FURRING STRIPS a Iro I O.C. a, cmu 1/2' GYP. WL. 5D. WOOD BASE 1-STORY BLOCK WALL 1/1(o- O.-SB. OR j. CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAF GALv'D MTL. LATH 1/8' TEXTURED FINISH Is WOOD 'Yg,' TO %'MID WALL WEEP SCREED -a, cmu -5/8' TEXTURED FINISH * MASONRY WEEP SCREED DETAIL @) WOOD TO 2 'PLu"y" uu-N-N SCALE: 1 1/2'= l'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER r5CR RW521 ON a' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T, Ix2 W1 MTL. DRIP EDGE 2x4 OR 2xro SUB -BANE) PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR j- CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET DE, 1/8' 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) LLEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 126's a' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X'BR� 15 PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN BECURI V-0, W1 (2))2d's * EACH TRUSS TYF. TO BE INSTALLED tv MID. C.H. POINT OF TRUSS $PAN, OR ] .. tc 10'-0' O.C. MAX, SECURE 2xro FIT. PLATE TO 15LK W1 J'x'B' ANCHOR BOLT W1 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I- EMBED, MIN. li, 32' CC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY io Yl:" DMUUMLL rX4' OR VX2' P.T. NAILER 1,4 IPT, OR I/, X4' 111114. SECURE T— — EXTEND I-W INTO BLOCK LU/ %' TAPCONS OR DRIVE P 111111644. 61. JAB MIN. HEAD SIZE 3" MR EMBEDMENT I-W WITHIN S' OF EAC14 END 4 10' O.C. MAX SPACING DOOR CASW. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIPAVURES DETAILS. NOTE! SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEV)49 DOOR JAMB TO BLOCK +3/4 OR +5/4 BLOCK +3,/4 uAA � WINDOW TO OR +5/4 SCALE; 2X4: CM SECURE To BLOCK W/ TAPGONS OR DRIVE PIN (MOIL $14ANK SIZEJ4b MR 14EAD SIZE 300 MR EMBEDMENT I Y,') WITHIN &' OF EACH END 4 — IS' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK 11112-% TAPC4" OR IVE PIN (MIN. SwAw size l4e, F1 MR HEAD SIZE 300 MR. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 IS' D.C. MAX SPACING. 2XB� CEM h. DRYWALL SECURE TO BLOCK WA.- TAPCONS OR DRIVE PIN I*X4* OR 'X2' P.T. NAILER (MIN. 64ANK, SIZE 30 X4 COOK CASINS. MIN HEAD SIZE DOOR JAMIS OR WwDCUi IN. lNV 91EACI'4 M 1W ATTAC44 TO 2X PER WITH END 4 B' OC. MAX SPACING. MAMPACTUR116 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEEDV) DOOR JAMB TO BLOCK +1-1/2" rp_,�_WINDOW TO BLOCK +1-1/2" u-b SCALE: V-I'-V 1-STORY GABLE A BLOCK WALL SCALE; .3/4'-l'-O' SEE ENERGY CODE FORMS FOR INSULATION R-VALLIES 1, GYPSUM 50ARD OR HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL BILK I (1) IS RE15AR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST BILL (1) S RIE5AR VERTICALLY W1 CONC� POURED CELL Ix2 P.T. FURRING STRIPS 0 Iro, O.C, a* CMU 1/2'GYP. WL, BD. WOOD BASE 2X4, = SECARE TO BLOCK LU/ TAPIC" OR DRIVE PIN (MIN SPANK SIZE 345 Mft'4AD SIZE 300 MR EMBEDMENT I A 1) WITHIN 01 OF EACH END 4 44MAKFArTURES is, Or- t-AX OPACIW� 2XIII, CEO SECURE TO 151. TAPC" OR i"UP NOTE, STRUCTURAL 2X t-WI BE ON OUTSIDE 4 SECURED (MIR SHAW SIZE JAB F] ---.-L MIN. HEAD SUB 300 %'TAPCON MIN. f-Y�* MIN. EMBEDMENT I V� EMBEDMPNT INTO WITHIN S' OF EACH END 4 1. Im 18'0,C MAX SPACING V DRYWALL 2XIII, cm SECURE TO BLOCK W/2-%' rXA' OR I'X2' P.T. NAILER TAPOONS OR DRIVE PIN V CAB. X 4' MIN. (MIN. 944AW SIZE JAB DOOR CASING, MR HEAD SIZE .300 MIN. EMBEDMENT 01") DOOR JAMB OR WINDOW WITH I I lN8p"`09Fr E MAO 4 l NO 4 ATTACH TO 2X PER Is. OZ. MAX SPACING,. — DETAILS. NOTE, S41M AS NEEDED TO PLUMB JAM (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE; 2X4o CM SECURE TO BLOCK W/ !iw TAP00146 OR DRIVE PIN (MIR SPANK SIZE 34b MIN, 14EAD SIZE �7 MR EMBEDMEN WITHIN VOF EACH ;ZD 18' OZ. MAX SPACING. 2xb: CE13 TAMTO 0. g�Sg� F] NOTE: — 1. MUST BE ON OUTSIDE 4 SECURED (MR. SWAI�k SIZE AS THROUGH NON-STMUCTURAL MIN. HEAD SIZE 31" 1 %'TAf-CCN MIN.)-V MN. EMBEDMENT I Y') EMBEDMENT INTO BLOM UTIIN 8'01 MAC14 END I 18' O.C. MAX SP h' DRYWALL ZX : E3= I'X4' OR I'X2'1-.T. NAILER BE= TO Bi 1 %11 TAPC," OR v. P� —I- RT. X A- MIN. (MIN. SWANIK al. J45 DOOR CASw. MINI. HEAD SIZE 3CO DOOR JAMB OR WINDOW MIN. EMBEDMENT I Jl,') ATTAC44 TO 2X PER U714IN $'OF EACH END IWOC. MAX SPACNG� MANkFACTURE6 DETAILS. NOTE. SWIM AS NEEDED TO PLU115 JAMIS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1��" WINDOW TO BLOCK +2 J/ D SCALE, FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR Rc�052,1 ON a' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2xro SU5-15AND PER ELEVATIONS vENTED ALUM. SOFFIT STIFF15ACK (SEE SEALED TRUSS ENG, FOR SIZE 4 CONDITION 0.5.5, SHEATHING OR CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8'TPICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALVD METAL LATH ON FORTIF15ER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP 2,--REED (SEE DETAIL 2) SECURE GA5LE TO 2x(o P.T. PLATE W1 12d's a' OJC. MAX SECURE 2xro PT. PLATE TO BLK W/ J'xS' ANCHOR BOLT w/ 2 , WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. a 32' Or- MAX, %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES UJ14ERE 'X* BRACING 19 PRESENT PRE-ENG GABLE TRU55 CONT. 2x4 PAT RUN SECURED W/ (2) 126's 0 EACH TRUSS TO BE INSTALLED * MID. POINT Or TYR TRUSS $PAN, OR 10'-0' O,C. MAX, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 0 24' O.C. 6 INTERIOR KNEE WALL CONC. FILLED LINTEL 5LK W1 (1) S REBAR CONTINUOUS DIRECTLY TO MASONRY 1-STORY GABLE W/ VAULT CLG. BLOCK WALL SCALE: 3/4'-I'-V 2X4, CM SECURE TO BLOCK W/ TAPCONS OR IVE PIN rMIN, SHAW, SIZmJ4S MIR HEAD SIZE 300 MIN. EMISEDMENT 149 WITHIN S' OF EAC44 END 4 IS' OC, MAX SPACING. 2X4b. CEO SECURE TO E"WP�%' O:_ TAFICONS I F1 (MIN. SWANK SIZE JAB BE ON OUTSIDE SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT %' TAPCCN MIN, 1-Y, UT14IN a, OF EACH END 4 EMBEDVIENT INTO BLOCK IS, 01C. MAX SPACW� a, C`.v \�\_)F 2X8, C330 4, DRYWALL SECURE TO BLOCK W2-%' TAPC" OR DRIVE PH V.4' OR TX2' P.T. NAILER (MIN. SHAW SIZE .149, DOOR CASING MR HEAD SUE 300 DOOR JAM15 OR WINDOW MIN. EMBEDMENT I jV11) ATTACH TO 2X PER VWI wlNr:l=4 END 4 O,C. MAX SPACWG MANLFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T :L_,'� WINDOW TO BLOCK +T j SCALE: 2X4. 01 SECURE TO BLOCK tU/ TAPC" OR DRIVE PIP (MIN. 64ANK SIZE .141� MN. 14EAD SIZE -100 MIK EMBEDMENT' yl) WITHIN S' OF EACH END A IS' 04, MAX SPACING. NOTE; STRUCTURAL 2x MUST Be ON OUTSIDE t SECURED -A4 NON TWROUS -STRUCTURAL 2x6; CM %! TAPOCN MIN. 1-Y,' SECURE TO BLOCK WO-V EMBEDMENT INTO BLOM TAPCONS OR DRIVE PIN (HIM. SPANK SIZE JAB 11 MIN, 14EAD SIZE 3M -h* DRYWALL MIR EMBEDMENT I Y WITHIN S' OF EAC44 END A PX4' OR PXV P.T. NAILER is O'C. MAX SPACING 2ND 2X SEOIJRE TO 2X8, com STRUCTURAL MEMBER W/(2A2d ECURE To Be WITHIN WOF EAC44 END 4 6- TA. OR".. �9;?W To 0' Or- MAX (MIN. SPANK SIZE 34b HIM HEAD SIZE 300 /*-- DOOR CASING _ NOTE, SHIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEEO)' W) DOOR JAMB TO BLOCK +T �WINPOW TO BLOCK +T SCALE, PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W1 CONIC, POURED CELL Ix2 P.T. FURRING STRIPS Is lro I O.C. a, CMU 1/2'GYP. WL. B0. WOOD BASE NOTE: PER FBCR WB.21 - FOR ROOF SLOPE$ 2d2 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF 5LOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16 PERMITTED BUT MUST BE PER ASTM D22ro TYPE 11, ASTM D 48613 TYPE IV, OR ASTM D 6151 2X4, 101 SECURE TO BLOCK TAPOONS OR DRIVE PIN (MINt SHAW SIZE .145 MR 14EAD SiM 3" MR EMBEDMENT I Y4') WTWN S'OF EACH END 4 IS'O.C. t-AX $PACINIG. 2x&, CEO SECURE T041��. - 114- NOTE: S— 'X MUST TAPCCN6 . P;� BE ON OUTSIDE A SECURED (MIN. SHAW 61ZE .145 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 %'TAPCON MR I-W MIN. EMBEDMENT I Y49 DMIENT INTO BLOCX ',�LNDRYWALL WITHIN 8' OF EACH I t8' OC, MAX 6PACW 2x& c= \� SECURE TO BLOCK l-I'X4'OR IX2'P.T. NAILER TAPOONS OR DRIVE PIN 0h.5, X A- MIN. (MIN. SPANK SIZE A45 MIN. HEAD SIZE DOOR CASING MIN. EMBEOHD WIT14IN S. OF EACH a DOOR JAMB OR WINDOW TO 2X PER Nd. w or_ MAX SPQC MATTACH ANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAM tDO NOT EXCEED Y�-) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" 2X4, CM SECURE TO BLOCK W/)'4' TAPOONS OR DRIVE PIN (MR SHAW SIZE JAB MrK HEAD SIZE 3M MR EMBEDMENT 1 Y4,) WITHIN S' OF EACH ENO 4 18' CO. MAX SPACING. 2X6, CEM SECURE TO BLOCK WA-V4' JAPCONS OR DRIVE PIN _1500IN _006.0—E4 (MIN. 944ANK SIZE .145 6111C.I.M-0 MIN. HEAD SIZE B00 THROUGH NON47RUCTURAL MIN. EMBEDMENT I Y..) %'TAPGON MIR T-Y,' WITHIN VOF EAC44 END' 4 VIVIEDMONT INTO BLOCK W O.C� MAX SPACING. CMIU DRYWALL SECURE TO BLOCK WA-1/4. TAPCCNS OR DRIVE PI I;N �I'XW OR ]W' P.T. NAILER (MIN. SWANK SIZE J43 I' P,T, X 4'MIN. MR 14EAD SIZE 34PO DOOR CASING. MR. EMBEDMENT IV) WITHIN D'OF EACH END A DOOR JAMB OR WINDOW IS, oc. MAX SpAcNG.1-1 ATTACH TO 2X PER MANUFArTUPIES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4" !�h)--WINDON TO BLOCK +3 3/4" SQAILE� A It C N I T E C T I 6 rNam n GM90-n2c. fo 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 111: 0003325 _) FRI F-BUNDIV. so m%=44 SILVERADO LOT 25 BLK 6 raoiscT# 04128.000-02561 "OD31111% 4EBB "1828-CALI" GARAGS S'WWG: LEFT PAGIL MONOLITHIC 1-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARcHrrEcT. STATE OF LA. HACRA Aft N0493 23] IDATM 11/09/17 a OCALM 1/4"=1'-0" alum" D3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052,1 ON a, O.Sz. SHEATHING OR J, cr:>x PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS P.T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2xro SUB-15AND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS asa SHEATHING OR J* CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SWEET Drp' 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF115ER JUM50TEX GRADE 'r-)* PAPER OVER TTVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4'MIN. FROM 2ND FLR LINE 2x4 CONT. 0 TOP AND 5T. Of: FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIB50N W1 (5) 12d NAILS 0 EACH rRuss. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND (__j_-�FLOOR FRAME 2x STUDS 0 Iro' O.C. MAX W1 INSUL, SEE ENERGY CODE FORMS FOR INSULATION R-vALUIES T 4 In. SUBIFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS SIMPSON HETA-fro EMBED. STRAP im 32' O.C. MAX VERIFY W1 TRUSS PLAN GYPSUM BOARD OR J- HIGH STRENGTH CLG, BOARD I SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH r_LG, BOARD TWIST STRAP VERIFY W1 TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURE$ SPECIFICATIONS WINDOW SILL 2x STUD$ a I(o' OC. MAX W1 INSUL, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G 5UBFLcoR GLUEr_> AND SCREWED AS PER FASTENER SCHEDULE PRE-ENrs FLOOR TRUSS (INSTALL PER t'FG. SPECS.) 1, GYPSUM 50APD 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) S RE15AR VERTICALLY W1 CONC. POURED CELL Ix2 P.T. FURRING STRIPS a Iro I O.C. a, CMU 112'GYP. WL. 15D. WOOD BASE j 0 ' S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET orp -11a' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D'PAPER OVER TYVIEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. o TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE Or 2ND FLR, 57M. 2x4 15 FOR WALL SHEATHING NAILER) f FASTEN EACH 2X4 R155ON W/ (5) 12d NAILS * EACH TRUSS. BTM, I R15BON TO BE P.T. WEEP 5CREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W1 TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R'50�'2.1 ON a, 0.5.5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W1 MTL. DRIP EDGE 2x4 OR 2xro SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'xro' THRU-BOLTS o 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W1 12d's a' O.C. MAX OR SECURE GABLE TO DBIL TOP PLATE W/ SIMPSON HTC4 0 24' O'C' MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O..5B. SHEATHING OR I- COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/6' THICK, 3 COAT PORTLAND CEMENT PILASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK V-4' MIN, FROM 2ND rLR LINE 2x4 CONT. * TOP AND BT. OF: FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE Or 2ND FLR, 5TM. 2x4 19 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W1 (5)126 NAILS a EACH TRUSS. 5TM. RIBBON TO BE Pt WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W1 TRUSS PLAN V THICK, B COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1 - A�FLOOR FRAME�_ Z-1 SCAI E FLOOR CONNECTION AT PARALLE 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X'BRACING 15 PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2)12LI's * EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I, GYPSUM BOARD OR HIGH STRENGTH CLG. 50ARD DOUBLE TOP PLATE WINDOW ATTAC14MENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 Iro' O.C. MAX W/ INSUL., SEE ENE52GY CODE FORMS FOR INSULATION R-VALUES J' T 4 G _r-UBFLOOR GLUED AND SCREWED AS PER FASTENER SC14EDULE PRE-EW-i FLOOR TRUS5 (INSTALL FIER MFG. SPECS.) I- GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONIC. FILLED LINTEL BLK W1 (1) S RE15AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a Irb I O.C. V CMU 1/2'GYP. WL. BE). WOOD BASE 2x STUDS 111 16' OC. MAX W/ INSUL,, SEE ENERGY CODE FORMS FOR INSULATION R-VALLIES J' T 4 G SUIBIFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER F5CR '305.21 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12-4 (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES Or 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22(o TYPE 11, ASTM D 466 J TYPE IV, OR ASTM D ro"151 3/4' T 4 G SU5FLOOR GLUED AND SCREWED AS PER 7 FASTENER SCHEDULE ON SWEET D2 PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ (5)12ci NAILS m EACH TRUSS. GYPSUM BOARD OR BTM. RIBBON TO BE P.T. HIGH STRENGTH CLG. BOARD PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) CONC. FILLED LINTEL 5LK W/ (1) IS REBAR CONTINUOUS CONC. FILLED LINTEL IBLIK W/ _zj_ (1) 05 REBAR CONTINUOUS RIBBON F STE�NUING DETAIL S� FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR f;noE%2.'l ON a, O.S.B. sHEATHIW_s OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PPE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x(o SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT CONNECTOR 2x8 SYP 02 DEL TOP PLATE WALL SHEATHING 2x6 5YP 02 WOOD STUDS AT 12' O.C. MAX 2xB P.T. SYP 02 SOLE PLATE 05 RE5AR Q 16' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN� SEE ENERGY — CODE FORMS FOR INSULATION R-VALUES w WALL SECTION WOOD FRAME TO EXTERIOR WALL STUOI (WALL SWEATWtNd NOT 844� FOR CLARITY) FASTEN $TLIO$ TO BLOCK UIALL UMT,4 USP MSTA46 STRAP UMT�4 FASTET-ER5 AS &WOM. INSTALL STRAP . EA END (UND) # SPACE STRAP& AS FOLLCW& -m MPw 'C:: 32: Or- :160 MPw z: 32 Or, so MP`4 '5' 48' Or- - 140 MPW 'C' 46' Or - TOP -Or STUD WALL SOLE PLATE TOP OF 7m..."LL.- -i CM BLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-vALUES 1, Gypsum BOARD OR 21- HIGH STRENGTH CLG. BOARD SIMPSON SP2 0 EA. 2XS STUD i, DRY WALL 1, DiA ANCHOR BOLT AT Iro' O.C. MAX WITH -I' EMBEDMENT AND 2' DIA. WASHER SIMPSON SF`I 6 EA. 2X6 STUD (1) COURSE TIE-15EAM POURED SOLID WITH CONCRETE, (1) 05 RE5AR HORIZONTALLY PRECAST LINTEL WINDOW ATTAC14MENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS 0 1W O.C. a, CMU 1/2' GYP. WL. 51), (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 46' LONG WIro' HOOK s 24' O.C., MIN. 24' IN SLAB 2'-0' (T-11N. 4' CONIC., REINF. W/ ro'xro' WIAXWI.40 WWM ON C-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) 'S REBAR ON CHAIRS 2'-0" MIN (10) Wd COMMON NAILS NTO SnV (0140 DA X 1 1/2' LOW.) FILL ALL FREMAIMP-r. STRAP WOLES III 101d NAILS NTO WOOD 5ACKM DO NOT PLACE SCREW 04 TOP WOLS NEAREST TO TOP OF CI.V BLOCK LVALL CONNECT BOTTOM OF STRAP TO CM BLOCK ULALL W1 (1) 3116' DIA X 1-1/4' LOW. TAPC4CN tiASONRY SCREUS EXTERIOR STUD WALL CONNECTION �-�TO FIRST FLOOR MASONRY WALL A R C H I T E C T 8-1 G r arNa . L.F%;sign oqusp-. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 If IN I E 14 ulwiv. a. Lom� SILVERADO LOT 25 BLK 6 PROJWT# 04128.000-02561 UODZU 4EBB 1828-CALI" GAP.AGZ OWING, LEFT PAGW. MONOLITHIC 2-STORY WALL SECTIONS & NOTES 1% 150 MPH EXP, R J I F"pnnw 'I DATM. 11/09/17 8CANUM 1/4"=V-0" 8113= D4 PIWCAST MADEWMIN� 2 X 4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHAW SIZE.14b MIN HEAD SIZE -SOO MIN EMBEDMENT 1 114') 8- FROM RAC44 END AND 10- j Or— MAX MIN 1-1/4' at'loor"ENT 2 X b (MIN 2 X 3) 2-3/14, TAPCON OR DRIVE PIN (MIN SHANK SIZE.1451 MIN MEAD SIZE Mo. MIN EMBECIIENT 1 1/4') S' FROM EACH END AND 10* D.C. MAX MIN I.v4* EMsm1Dtq9N7,1 X 6 (MIN 2 X 3� 2-allro TAIOCCN K OR DRIVE PIN (MIN SHAW SIZE.145 MIN "MAO SIZE 300 2X4 SOLID %LOOKING MIN EMBEDMENT I VA.) SECURE TO ATWrNo W1 V1116' a. FROM BAC44 END AND 10' MIN. 2-1241 PER ISUK EAL END O,C, MAX. MIN 1-1/4'16MEDMENT . AT.— CMU WALL ARCHWAY DETAIL ri__�16" AND UNDER �,� E. �1- -I -0�* DISL. TOP PLATE 2X4 V D.C. MAX SECURE2X4W/2-%'_ TAPCOMS OR DRIVE PIN (MIN. SHAW 6"6 .145 MIN. HEAD M_ EMBEDMENT 14'.. &'EA. END NOT To ARCHWAY ARCHWAY mXCIEEO *1 or_ MAX2X4 SOLO-/ ST. PLATE BLOCKING SECURE L121 PLYWOOD To SHEATHING WITH OR 1/16' O.&S. MIhL 2-12d PER I5Lr_ EA, END /"�EXTERIOR ARCHWAY Q 1/w:oAaop0vFLYw000bATw (�) W BLOG. FELT 24' WIDE 26 GA, GALVANIZED METAL FLASHING MUST ADD 01510, 36- WIDE AND AND "AST BE A MIN 24' WIDE METAL. FIBERGLASS SHINGLES 7"m-rAb In" \�- 1/2' CLG BOARD 4 TI!XT. SIMPSON SP4 2X4 DR ' rop PLATE 1/2' OR 32'04. �-2X4 YWALL WOOD STUDe. ", O.C� 'I'U.N.O. ON TRUSS PLAN 2X4 CONt STRESS BLOCKING MID -WALL 2X4 PT PLATE 4 Mr Etiswr� CONC. SLAIS 2 W. CONT. 1—STORY INT �BEARINGGWALL -I U14. ZU111T 0�11 COR HAS I LOAD ONLY, DO NOT INSTALL CONNECTORS. DISIL. TOP PLATE 2X4 IS- Or- MAX eorURE 2X4 W? 2.%' TAPC4X* OR DRIVE PIN (MIN. SHANK SIZE US MIN, MAO SIZE J-00 MIN EMBEDMENT I)V.'UWN 8' EA, END NOT TO EXCEED V OC. MAX 2X4 $01-0 W BLOCK . SECUFS To SHEATHING WIT� ,F,t 2_12.1 PER ELK EA. ENr PRECAST MADER(MIN) 2 X (MIN 2 X 3)1-5/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN 14EAD SIZE 300 MIN Emem 1 V41), ell FROM EACH END AND 10* D4. MAX, MIN 1'1/4'EMBEDMEW 2 X 9, (MIN 2 X 3) 2-S/16 TAPCON OR DRIVE PIN (MIN 6WANK SIZE.149, MIN 14EAD SIZE 300, MIN EMBEDMENT 1 1/4'� 81 FROM EACH - OC. MAX MIN 1-1/4' :NmD"AtN>MEN1`T 2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN OR DRIVE PIN (MIN SHAW MIN HEAD SIZE 3" 1/16� OSS SWATHING MIN EMBEDMENT 1 1/4*) 2X4 16' O.C. MAX — So PROM EACH END AND IS' (WHEN OVER IS- IN wrh2jIT� OZ. MAX MIN 1-1/4'EM59DHENT 2X4 SOLID ISLOCKJW, — SECURE TO SHEATHING W1 MIN. 2-12d PER ELK EA END r='\CLOSED VALLEY FLASHING DETAIL BLOCKING MID WALL 14 -32� 2x4 STUD$ * 16* O.C. MAX, UON. I' T 4 G SUIEFLOOR GLUED L AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MVA-36 - 32- D.C. MAX PRE-EW3 FLOOR TRUSS DOUBLE TOP PLATE 2x4 CC14TNOUS $TOM$$ BLOCKING MID WALL 2.4 STUDS - 16' OC. MAX, UIOJIL I/2'GYP. ILL. 50. SECURE ST. PLATE TO 5LA1 W1 J'x'3* ANCHOR SOLT W1 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I' EMBED. MIN. SIMPSON SP4 . 32' D.C. MA INT. 2—STORY LB.W. SCALE, ARCIJWAY DETAIL �AND UP _j PRE-EWG TRUSSES OR CCNv. FRAMED RAFTERS 2.4 ?3)12d'. EACH END 2. DOUBLE TOP PLATE STUIDS - *1 D.C. MTS-12 - EVER STUD 2X4 ST. PLATE DORMER &TTA T FN DM* TOP PLATE SECURE 2 X RIP TO PIT W-12dS 6*-O'Or- MAX If&' TEXTURED FINIS14 1/16- OW SHEATHING 2 X 4 16' D.C. MAX (WHEN OVER 16' IN HIEGHTJ 2 X 4 CLUMN OVER 16- IN WRIGHT.) V4'TV'rEPMD MAWNITE OLUE 4 NAIL Usd* 61-12, OZ, IF NEEDED. 2 X SOLID 5LKr. - ARCH SECURE W/2-12d EACH END ATTACHMENT PER MAJIIUFACTURER'S SPECS. MTL WDw FRAME S40TE. NO GAP - LUDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL CYCUTAWAY EA1 SC LT M11- 2 X 4 (MIN 2 X 5) 1-306 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN MAD SIZE _-M MIN EMBEDMENT I V49 $'PROM EACH END AND 18' EXISTING ELK ABV. O,C. MAX MIN 1_1/4, EMBEDMENT 1/4' TEXTURED FINISH 2 X b (MIN 2 X 3� 2-3/16 TAPCON I/V TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16' 065 SHEATHING MIN EMBEDMENT 1 1149 FOLM EACH END AND 18* 2 X 4 IS- OLC. MAX OZ. MAX MIN 1-1/4' EMBEDMENT fWWEN OVER IS' IN MIGWTJ 2 X 4 (WHEN OVER 2 X 8 (MIN 2 X S) 2-306 TAPCCN 16, N M*i4Tj OR DRIVE PIN (MIN SHANK SIZEUS MIM HEAD SIZE -,I" N EMBEDMENT 1 1149 2 X SOLO ISLK�l - ARCH SECURE W4-12d EACH END $'PROM EAC34 END AND 10' ATTAC441ENT MR OC. MAX. MIN I-V4* EMBEDMENT MANIYACTURER'S OPEC'6. MTL WOW FRAt'M 1/4' TEMPERED MASONITE GLUE 4 NAIL W/8d* '-12' .OT. . APO WDW FRAME 440TO! No G To EXCEED ", IF ARCHWAY DETAIL (—�__Y \,� SCALE� V2 -V-0- ROOF TRUSS UPLIFT CONNECTOR NOT 6HOLUN FOR CLARITY �SEE SHOP Dur.5,) EXTERIOR LUALL S�-IEATHIN65s eSEE NOTES) FASTEN EACP STUr:> TO 015L. TOP I -LATE LL/ U5P 5PT24 NAIL PER MANIr. SPECS. SECTION AT TOP r_---�OF EXTERIOR WALL ASPHALT SWW.LFS &11ER �V FELT ON IA& ObB. PRE-ENG GABLE TRUSS MIUM'i!�S PACK FOR SIZE 4 CONNECTION) 2.4 SPF BLOCKING BETILEEN TRUSSES U94SPE 1x- BRACING 15 PRESENT Elul C4SWT. 2.4 SIFF RAT RUN ' SECURED W, 11) Ild', * EAC14 TRUSS (V 2'4 -2 S.YP. DIAGONAL BRACE W/ (3) 12.1'. X-BRACING, TO COVER 5-TRUSSES J'GYPSUM BOARD OR WbGH ST -Tw CLG, REW NOTE: BOARD DIAGONAL BRACE CZNTER OF TRUSS SPAIN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE - ANY $PAN W-O' OR CRATER R TO TRUSS IENG� FOR ADDITIONAL HORIZONTAL TRUSS REWOPW_�T. V-0: TO 30--0- (1) X-ISRACE 30'-] TO 60-0'(3) X-EIRACIE (1) X-BRACE - CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END g_gAB — id G_ LE X BRACING �� X..,�,�ACINI SCALE: 2. R03E ONE SIZE LARGER THAN RAFTER SIZE MIN. (3)12d NAILS OR MR (4) 10d GUN NAILS IX& COLLAR TIE AT EVEW OT14ER RAFTER i1v MIR (3)12d NAILS OR MIN. (4) 10d GUN NAILS b18 NAILER SECURE TO TMOSES BELOW LU/ (2)12d NAILS OR (31 W14 GUN NAILS - EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP ROOF: DECKING OVER PRE -ENS TRUSSES PRE-ENG. TRUSS CO!LV P �:L E.! v� 2�1) ROOF 0'-0' TO 30-0' (1) W BRACE 301-11 TO be,-01 (5) X, BRACE (I 'X'ISRACE - CENTER) (2 'X'BRACE DIVIDED EOUALY PROM CENTER TO END) FIBERGLASS SHINGLES OVER SO FELT CN 1/16' 0.65, (2) 2X4 -2 SYP DIAASCNAIL BRACE W B-12d - EA TRUSS ( DIAGONAUL BRACE TO COVER 5-TMSSES 2X4 BLOCKING WHERE 'X' BRACING Is PRESENT (2) iOd 14AILS EA END To TRUSS SIFF STIFFISArK if - (SEE SEALD ENG. n it is m OR rj r P SIZE 4 COWNNECTI�44 L-commom 1/16'OSB SHEATHING TRUSS 24' o.. USE Od NAILS AT 4' o.. EDGE 4 6' - FIELD 1/2' CLG. BOARD MIT LAG NAIL CONT. RAT RUN TO OR A-24 :3.22',odr_,6,MMA TRUSS W1 (2) 12.1 - EA. TRUSS 2X4 bYP RAT ADJACENT TO DIAGONAL BRACE. SMATHING&ILIN3 TO BE BL , 6' Or- IN r FLP PLATE 4' OCAALL EDGES W/Sd NAILS �.4 STUD .- 0.. M., R—STORY GABLE END CROSS BRACING SCALE: 12' FINISH o LANDING 3/4' PLYWOOD F.F. D5L 2Xro 1115 UPLIFT ORIPSOM HTq12v WIIV 10d TO T"J55 AND t4)114'. Z 1/4' TAPOONS TO CON1 POURED LINTEL -2350 UPLIFT C2) SIMMOM WTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO hVd TO TRUSS 00TRUSS ANCYOR RETROFIT 74�1�� L 36' T-11N. FIN15H 3/4' PLYWOOD WITH I 4 12 - D COMMONS WINDER DETAIL LANDING DETAIL NAILED T14RU 3/4' FIN16H * LANDING——\ PLYWOOD INTO EACH STRINGER 3/4' PLYWOOD FF� I LESS THAN 4' TYP. 3-2xI2 SYP STRINGER I D5L 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 5F`FOR CUT TO FIT W/CONT. BEAD OF FLOOR JOIST IX& RISER SUB -FLOOR ADHESIVE 10, HAND RAIL, IPL-400 OR SIMILAR v EA HORIZONTAL RUN SECURE TREADS TO STRINGER WI(3)00 3' SCREWS 6 EA STRINGER, UNTHREADED SHANK 1/2'DRYWALL-,,,, TO EXTEND BEYOND THICKNESS Or SU5-FLOOR SHEATHING IXIO TRfM� I- N0 STAIRS R15ERS TO CONFOSel TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER 1-3/4' (3) 106 CUT NA$ILS 311ro'MAX. VARIATION IN RISERS/TREADS 0 2X4 P.T. ADJACENT TO EACH OTHER ITO SLEEPER INTO 316'MAX. VARIATION IN ANY R15ER/TREAD SLAB HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51LITY �STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE a NARROW END 03q MIN, 11' WIDTH o 12 * FROM NARROW END SCALE: 3/4'-l'-O' 34' MIN. HANDRAIL PGT. rA it c N I T E C T a, 6 r%fte, i n GM90-n2c. 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 '78 www.abdesigngroup.em 'M AA #,. 0003325J 1,3 IQ mm F—summ as LN.N SILVERADO LOT 25 BLK 6 PnojzcT# 04128.000-02561 MODMI, 4EBB "1828—CALI" GARAGM 11111111IMO: LEFT ]PAO]III: misc. DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 104S6-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-RI USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-R2 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-RS AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG - 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR FL 15217-R4 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR M FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR OVOV2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/201B FL 13265-112 FL 4103-R8 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/201B TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORI DABUILDING.ORG CONTROL DATE: 09/26/201 A R C N IT E C T B 6 Design Grou 1��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA B: 0003325 a 0 0 a sulwiv. Sao W'r. SILVERADO LOT 25 BLK 6EC PROJT#1 04128.000-02561 MODEL, 4EBB "1828—CALI" GARAGE 8WRN0: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B I= 11/09/17 WCAIM 1/4"=J'—O" GREET D6 T3 PPOFOFFr ED CONTROL JOINTS FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.C. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ---� FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY 'f• ATN SHALL NOT IE CONTINUOUS CONTRROL \ (PINTS B!T 9NALL SE STOPPED AND IED AT EACH SIDE j' THICK, 3 COAT CEMENT \ PLASTER /— WRB LAYER -2, FORTIFIBER ( BUILDING PAPER / I nP niN� /� Ia•To e• TO e' / APPROVED METAL LATH FASTENED 01' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING PROVIDE 2X4 BLOCKING r=R AB1M CI®63 4 PLACED FLAT MAX &* TO 8' J0JFROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD TAPLES IN COMPLIANCE W/ ASTM Ci063 T . WIRE TIES TO BE (NO. 18) 0ID415' WIRE / 1� . BLOCKING SHOWN MAY BE IN ADDITIOt* \ O WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT OL FOLD alaalRD . PT. A ®FOLD OL FOLD NUNI®• PI. a 2. CREAeE . PT. 6 FOLD OL FOLD eeaAIPD • ® L POLO NIWLFiD ♦ -,A n.a 2. peEAOE . rr. e 2. e1aARe a n. e s. CIREAe@ . PT. c 9. CREAeE . R. C a POLO C OVER e nu n. c Touclse GOTTOM FLANGE ® ®FOLD • r' BOTTOM �� WATIR TIGHT Ka.L FOLD, w tm CUT. DRIP EtwE, o�aP sy EXTeFo IR'eELOW tl4tAtHNi. N[OHANICALLT FAett')J 4. OG. MAX j• THICK, 3 COAT CEMENT PLASTER (FRAM!; W' 2 COAT Cr1wr PLaeTER lav) LLIRB LATER -2, PORTIFISER BUILDING PAPER (PR/eiE ONLY) URB LATER 1, STUCCO WRAP MR" ONLY) LAP LAYI!" OF VU LDNG URAP APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 2 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE V WITH FORTIBER SHEATHING TAPE N LAP . METAL LATH \ \ �C X X X ' X X X METAL LATH WRB LAYER 1, STUCCO WRAP 6' HIN PAPER LAP BELOW ONLY / WRIL LATER'1, FORTFIBER \ BUILDING PAPER LAPiN Laru 4' OVER 4L LAP 2 SCALE+ ® KICKOUT DETAIL VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO PRAMNG MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0ID415-1N. (121•MM) WIRE AT INTERVALS NOT MORE THAN V (228.11M). AS PER ASTM C1063 1b.1. PM REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL a STICK DEAR NAWNG FLAaa, !TOP e2® I!j ADO'vE ewNd Ae all.) I °'h PR,RM>E DR cru EX !R OR \ � I 't' � ROOF • sxe WALL PLAWN3 F C KIGC-pit FL4BMe4G (BQ DETaA> x c � � _ WATER TIGHT eCAt (tetal0 DR .OLDER DO NOT_J♦I) WALL egTAll� FLA ltl9 AT BOTTOM Q R0.T WALL a2iEFReoilONe 4'x4'SELF-ADHERING MEMBRANE FLASHNG (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE U1RAP. IOR LESS PENETRATIN PENETRATION .Vim 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE IMRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF V SELF -ADHERING MEMBRANE FLA844py CUT AND OVERLAP ONE SIDE OF ST 0I STEP 02 RING MEMBRANE j' THICK, 9 COAT CEMENT FL�iW. PLASTER URB LAYER 1, METAL LATH STUCCO STUCCO WRAP WRG LATER -2, FORTIPM ER WRB LAYER e2. FORTFIBER BUILDING PAPER BUILDING PAPER METAL LATH WRB LAYER 1, STUCCO WRAP 6'x6' KELP -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FASTENERS (CLIPS, PLASHING OVER APPROVED WOOD SHEATHING. STRAPS, STAPLES) AS ;FU7 Li HOUSE WRAP. REQUIRED TO SECURE FLABNINIG TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMING 41x4. 9ELP-AD14EN'I ERING t'BRANE FLASHING OVER APPROVED HOUSE WRAP. RLASNING 10 EXTEND ONTO PIPE WOOD $TUC SHEATHING STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), V2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOP/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FSC RM.8.1 E.WW ISW" AM FWMnp EM.A., use of poAeM canent plaster shall comply with the eppll atlon reRumtmenm of ASTM C 926-12A In$WIatlon of exterior lathing andkamlrg shall comply wIN ASTM C 109372A ' \FIFE FENETfRATION DETAIL (FiR)41„f �N.T.�. LEGEN1-) DRAINAGE PLANE (WRS LAYER 11, STUCCO WRAP) WR5 LAI ER *12 (FORTIFISER - - -M- -M- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO I I WOOD SHEATHING n=�/i SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER F5C R-103-6.1 / 45TM C-I54-1-013, MIN- 2.5 L55- PER SQ. I'ARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Design Grou I�D. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA tY: 0003325 y �i W O C C F O 050xv. ae 7,074 SILVERADO LOT 25 BLK 6 rnoimcT# 04128.000-02561 MODMU 4EBB "1828- CALI" 0AnAla1N ewaus: LEFT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT: STATE OF R QW i DATA 11/09/17 XCALM 1/4"—f-0" WAS. INSTALL 6' SELF-ADWERINd. MEMBRANE FLASHINd. OVER TOP, SIOE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF: THE EXHAUST. SEQUENCE OF FLASWIW, TO BE. 1. BOTTOM, 2. SIDES, 3. TOP X, VENT CAP IS TO BE SET IN BED OF: SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. I T X E-Z BEAD ALL AROUND 1 VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER Or BACKER ROD NON -MOVABLE FRAME AND STUCCO ON AL6S',F'Es,Y4' CAULKING 0 JOINT ALL A D PER FBC R703.6.1 dor lathing and pI ring BACKER ROD Exterior use of portland cement plaster shall comply vAth the application requirements of ASTM C 926,12A, �F`Xxf X, Installation of exterior lathing and framing X shall complywith ASTM C 1063-12A. WRS LAYER 01, STUCCO WRAP X WOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) EAT141113 TI'D � LA�E, BU,L Ft WOOD CCNSTUCTICN\ —METAL LATH CMU VINYL CASW. DEAD 6' RAISED SAND V TO h' MID -WALL 6' WIDE STRIP SELF ADHESIVE PLAS44tW., CLEAN MASONRY BEFORE APPLYtW. Z FLASWW. STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLQQK� LEGEND - DRAINAGE FLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — ----- BUILDING PAPER) METAL LAT�4 X—X—X—x STUCCO E: ' �'- � =--i SELF-ADHESIvE FLASHING NOTE: METAL LATH; LATH TO BE FER FBC R-103�&J / A5TM C-841-0c3, MIN. 25 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC.METEI VERIFY LC STUCCO FINISH ro' SELF ADHE51VE OVr=R TOP 4 SIDES SELF FLASHING UNIT PREMANLIF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES (�4 DRYER VENT (BLOCK) .UiLDING PAPER OVER 'QUICK PIPE THROUGH WALL 6' SeLF ADHESIVE— FLASWI143 (INSTALL PER MANLF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' VENT PENETRATION SCALE: N.T.5. " 1`h ](_� 7-MIZ Ar" STUCCO SCRATCH COAT 4 1 COAT OF FAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION E L E C VERI APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF FAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM 1 1—— rK 011-11LAArKi APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES WOOD w000 LUR5 L 10! 5TUCC WRB BUILr_ THI PLAS la' TO WEEP ro' 61ELF-ADHESI�VE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAMa :0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CONSTRUCTION SHEATHING AYER 01, 0 WRAP LAYER 02, rORTIFIBER ING PAPER CK, 3 COAT CEMENT TER 'Ye'MID-WALL SCREED CUT OPENING IN — APPROVED HOUSIEWRAP FOR BOX INSTALLATION WR15 LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EWRAF- BELOW CUT SUCH THIA No MEMBRANE ENTERS BOX, APPLY TO FA� EDGE APPLY E-Z OVER rov M1 GRADE ID, FELT-PROvI SEALANT AT JOINTE5 AND INTEIRSECTIC WOOD SHEATHING WRE, LAYER -1, STUCCO WRAP WRB LAYER -2 FORTIFIBER BUILDING Pm;iR METAL LATH U0OD 1/8, TEXTURED C4"T1%ICTION FINISH a WOCO FASTEN To WOOD STFLICTURAL MEM15ER - I' OZ. MAX VTONMID-WALL WEEP SCREED A 6'WIDE STRIP SELF ADWE8rVE FLASH[W., CLEAN �L. MASONRY BEFORE APPILYIW3 v FINISH - MAeONRY HORIZONTAL WEEP SCREED (FRAME TO BLOfK I WRB LAYER 44, STUCCO WRAP CUT 'X' INTO SELF-ADHERIW. MEMBRANE FLA6WIW3 APPLY SELF-ADWIERINdr MEMBRANE FLASWIW. OVER 15OX AND OVER APPROVED WRIS LAYER 4 &TEF 1*1 APPLY MIN GRADr= "c> FEL� OVER SELF-ADLIERING, FLASHING OVER APROVED POUSEWRAP &TEF `5 5' &TEF #2 WRB LAYER 01, STUCCO WRAP 51ELF-ADHERIW3 MEMBRANE rLASHIW- WRIB LAYER 02, FORTIFIBER BUILDIWs PAPER ELASTOMERIC COATIW. OVER STUCCOY C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF *S 5 T E F :1(o (A) ELECTRICAL RECEPTACLE 044 F'A ft C N I T E C T a 6 N Ion G r ZoUS10. 2... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325. j _M11 Foxy=Xv. a Myrn SILVERADO LOT 25 BLK 6 PROJWT# 04128.000-02561 MOD11111111, 4EBB 1828-CALI" CAPLAGM MWMG: LEFT PAG& WALL ASSEMBLY DETAILS v.. 150 MPH EXP. B A AIRCFffrE-QT.. ROWrEQT. UAAM OF FRLOIRIDA IROI��A ABOUCHACR) AR NO 93723 PANT , DAT& 11/09/17 0 a OCAM 1/4"=1'-0" *rMw In WA2 . METER FIELD FY LOCATION WOOD UPS LAYER -1, STUCCO WRAP THICK, -3 COAT CEMENT PLASTER WR5 LAYER STUC AMICO AM&& CUST WRB LAYER -1, STUCCO WRAP WRI5 LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER &'SAP. * TOP Or WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED SELr-ADHEREIW3 FLASHWG WRAPPED TOP Or WEEP SCREED '1� TO 14EA 14 T 'NG BELOW "�LAY CO WRAP IF _�B , YER " FORT U'L"t . PAPER rb' SELF-ADWEREIWG FLASHING WRAPPED CORIER OF CANTILEVER RAIN 2 , WEEP 51-REED NO GAP IN FIELD (54-401IN FOR CLARIFfCATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. (6) CANT. SCALE� 11/2'-l'-V NOTE: �IETAL LAT�4: LAT�4 T0 BE FER FF'�C; R-103.ro.l / 46Ttl C-04-1-0(B, MIN. 2-E� L55- FER 6Q. YAIRD (UTILITY CIR NOMINAL LAT�4 POE6 NOT MEET 6f=ECIFICATION6) WOOD CONSTRUCTION "�WEATHER RESISTIVE BARRIER -1 1. RESILIENT ,-WEATHER RESISTIVE .T CHANNEL BARRIER -2 ' *"" VINYL CASING BEAQ--\ J' THICK, 3 COAT CEMENT P A TER 5/Off TYPE x DRYWALL METAL LATH AINTE, WOOD SHEATHING W/T,EXTURED P FINISH THICK, 3 COAT CEMENT (2) 2xI2 HEADER PLASTER 4' POSITIVE DRAIN eNYL CORNER BEAD WEEP SCREED VINYL C jYN0LQAP IN FIELD (SHOUN FOR CLARIFICATION Or SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 THIC< 3 COAT CEMENT A PLASTER 5/8'TYPE * DRYWALL METAL LATH 'X W/TEXTURED 4 PAINTED WOOD SHEATHING J'THICK, 3 COAT CEMENT HEADER/BEAM PLASTER !2� r INYL CORP. 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD � Z- NO GAP IN FIELD (SPOUN FOR CLARIFICATION OF: SEPARATE ACCESSORIES ONLY) @aRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUS -FLOOR DECKIW3 PRE-ENG'D TRUSS UJEAT14ER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 THICK 3 COAT CEMENr PLASTER METAL LATH WOOD SHEATHING- ME---T%JF,-4r-Tz7-". ES L- NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF: SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL I' THICK, 3 COAT C ANTILEVER DRIP EDGE LEGEND r:)RAINAGE PLANE (WfR5 LAYER 01, STUC;C:O WRAP) WR5 LAYER #2 (FORTIFIBER BUILDING f=AFER) METAL LATH X—X—X—x 5TUCCO F�rT4 01 -ip] 9 ��A F-AD�4ESIVE FLA&HING FINISH LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 0 DRIP EDGE TO DECK I Y,*Xl D/,' P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL i", STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK DRIP EDGE TO DECK <--\� SUB FLOOR I h'X I -YA ' P.T. OR SIMULAT WOOD (TREx) FILLER CONTINUOUS V GAP FOR BA ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STfCK) -Ik/4 RESILIENT HAT CHANNEL W/TExTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER - *INYL CORNER BEAD VINYL CASING BEAD COLUMN SHEATHING WEATHER RESISTIVE "-)S I 3' X 3' 2& GA. GALV. um��HER RESISTIVE METAL DRIP EDGE SET IN FULL BED OF: BARRIER -2 SEALANT )2 MIN. SPACE ri�6m DRIP PEEL 4 STICK FACE TO TREX I X2'x3' V PLASWIWS FULLY EMBEDDED IN ROOF CEMENT I Y,* X 3' 21b GA. GALV. Y4'GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALA14T Y4'GAP FOR BACKER SET IN FULL BED Or ROD 4 SEALANT SEALANT,)J' MIN. VINYL CASING BEAD ij� SPACE FROM DRIP I.. ; FACE TO TREX WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE VINYL CASING BE WATER PROOrIW. 1. " BARRIER -2 LAYER (2 LAYER EL 4 STICK) DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y,* MIN� SPACE FROM DRIP PACE TO TREX VINYL CASING BEAD WATER PROOFIW. lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM B CANTILEVER ALCONY DECK TO J' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER METAL LATH WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE (SHOWN FOR CLARIFICATION OF -SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION X J'THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING Q '1' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER (14 A CORNER BEAD @) FRAME 2 1/2 CORNER BEAD (FASTENER 4 SPACING 0'1'0.r-.) Cmu THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOD 6HEATHIWS STUX-C WRA WRB LAYER *2, FORTIFIBER BUILDIWS PAPER METAL LATH TWir-K, 3 COAT CEMENT PLASTER FLASHING WINDOW FLANGE \PEEL 4 SUB FLOOR I )J'XI )J' P.T. OR SIMUL, WOOD (TREX) FILLER, CONTINUOUS Y�'GAP FOR SEALANT OPT. SACKER ROD. MODIFIED 130 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER SISTIVE WEATHER RE BARRIER WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING I Yo'.3' 'L'FLASWIW3 FULLY EMBEDDED IN ROOF CEMENT 1 V X 3' 2r. GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)j- MINL SPACE FROM DRIP ANYL CASING BEAD FACE TO TREX WATER PROOFIW3 Ist STICK) WRAPPED FROM LAYER (2 LAYER PEEL 4 BALCONY DECK TO PLASTER CANTILEVER a' THICK, 3 COAT CEMENT METAL LATH WOOD SHEATHING WPOSITIVE DRAIN VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP EDGE INSTALLATION (9) COLUMN (W /"I " PT A':ZT-TT-mr,-� WR8 LAY BUILDING, METAL LATH THICK, 3 COAT �--El` PLASTER ro'&ELF- ADHERING FLASHING WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 13 THICK, 3 COAT CEMENT esXpLooED 'VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE CASING BEAD 05) WINDOW (FRAME, NO BAND) F-A R C N I T E C T 3`4 ...N.11 n roul 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744079 www.abdesigngroup.com L AA #: 0003325 W I k a R k m a LON SILVERADO LOT 25 [7E BLK 6 PIROJZCT# 04128.000-02561 MOD391, 4EBB 11 1828-CALI" QAJtA0Z MVMG. LEFT PAGM WALL ASSEMBLY DETAILS 1% 150 MPH EXP. B,,# WOOD SHEATHING -- WRB LAYER -1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER � METAL LATH ---� a' THICK, 3 COAT CEMENT PLASTER ro "SELF - ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED la THICK, 3 COAT CEMENT. VIEW FOR PLASTER CLARITY) WRB LATER "I, — STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH i THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING \'\ FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER J" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y' GAP rYP J' THICK, 3 COAT CEMENT CAswG BEAD PLASTER 1X TRIM MEMBER TO TRIM METAL LATH * STUCCO TO ION SIDING TRANSITWRB LAYER -2, FORTIFIBER BUILDING PAPER SIDING WOOD SHEATHING WOOD 51—IEATHING IVKG LA I CR -I, \ \ WRB LAYER fl, STUCCO WRAP STUCCO WRAP CASING BEAD III 5ELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING IIE:ATHER RESISTIVE BARRIER -1 LEATHER RESISTIVE BARRIER' `\ g��(,,,, X l YY; LAP SIDING / / \ b' SELF•ADHERMG fib' WEAL FLASHING W SELF -ADHERING U- FLASHMG UPAT14ER RESISTIVE BARRIER -1 / \\ \\ WEATIER BARRIER RESISTIVE STARTER STRIP DO NOT CAULK OR I 1 \ \ �/ W SELF -ADHERING SEAL OPENING / -/ FLASWNG \ — GALWD METAL GALV'D METAL 'Z' FLASFIMG .Z. FLASWNG DO NOT CAULK OR IRAL _. I Y4' � FNLATED '- WOOD TRIM MEMBERBEAD -� STUCCO CASING' \ l I Y' X b' SIMULATED UIUOD TRIM MEMBER \,\ SEAL GAP W/CAULKUdG / OR APPROVED SEALANT '-- wirrrn caeny- 95EBQ - SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R103b,1 / ASTM C-841-Oci, MIN, 2,5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) URB LA ER :01, DCONSTRICTIONBE STUCO WpAP TG WEATHEWOOD ER RESISTIVE--_ BARRIER BARRIR ' ! WEATHER RESISTIVE—� BARRIER -1 I x IURB LATER 02, FORTIF1BER NbI YL. ALLAP 5IDING� IJ BUILDING PAPEREADHERING I ,FLASHII jMETAL LAT+4 STARTER BTRIP—� II THICK, 3 GOAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) Z'rLA ' METAL ^� FLASHING 6RIM"MEMBER CASING BEAD C RAISED S17A�� BAND (FRAME) SCALE: 11/2"=1'-m" W SELF-ADHERWG FLASHING WEATHER BARRIER WEATHER BARRIER � I / 1 WEATHER R BARRIER '1 b' MIN. ABC OF 'Z' FLAS , WOC I , 1 FLC SIDING TO STUCCO `—u IS ® FRAME TO FRAME 9TRANSITION 1J THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME .l . „/s..._._..-,••........ __.--_-._....... _..... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3/B' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER SEALANT WINDOW FRAME WINDOW FLANGE ,V4" GAP TYP CASING BEAD TO WINDOW 1AR5 LAYER "I, STUCCO WRAP, .URAPPED AROUND FRAMING MEMBER (o" SELF ADHESIVE FLASHING WOOD SHEATHING BELOW EXPLODED :`OR CLARITY ----------------------------------- ' THICK, 3 COAT CEMENT PLASTER METAL LATH '1 I WRB LAYER "2, FORTIFIBER BUILDING PAPER I WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6" WIDE PEEL e STICK OvER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER IL J APPLY FULL BED OF SEALANT BETWEEN BUILDING. FLANGE 4 BUILDING WRAP WRAP WEATHER RESISTIVE \ BARRIER 1 TO LAP \ b' MIN. ABOVE TOP T \ OF Z' FLASHING RESISTIVE (-WEATHER BARRIER M WEATHER RESISTIVE / BARRIER 4 \_ DO NOT_GAl1LK OR wceL _ _ ISTIVE LEGEND 9 LAP .Top JG b' SIMULATED DRAINAGE PLANE (WRB TRIM MEMBER LAYER "1, STUCCO WRAP) LP-ADHERMKx LING WRB LAYER 02 (FORTIFIBER — — — — GAP VEDSEAILLAANT BUILDING PAPER) 4ER RESISTIVE III METAL LATH X—x—x—x EAD VINYL CASING ISLE ER ROD) PVCSTUCCO f DER RESISTIVE HER -1 WOOD SHEATHING � SELF-ADHESIVE FLASHING — — — — A R C 8 1 T E C T 3 6 GDes�n rou 1Re. L441 R. RVR/LLV I`— 'jG' LONGWOOD,FL327ESO PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 7F. 000332b m y m ti a F 0. i 4 eVBDIR as LOT: SILVERADO LOT 25 BLK 6 PROJffiCT# 04128.000-02561 MODZIA 4EBB "1828— CALI" GARAGM BWMG.* LEFT PAdL: WALL ASSEMBLY DETAILS 350 MPH EXP. B ARCHITECT: STATE OF FLORIDA �t I OAR k 723 CRA DA 11/09/17 OCALLIC; 1/4"=1'-0" Biil:= WA4 CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL SELF -AC FLASHING NAILING JAMBS EXTEND I' BELOLL FLEXIBLI 'DO NOT FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(0 TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 1 SLOPE SILL R NSTALL 6' SELF-ADHE °LASHING C VINYL HEAT - LASHING ( 7AM$) NAIL :LANGE EXTEND SELF-ADHE -LASHING I' BEYOND Ji 'LASHING NSTALL VP SAP ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE&(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC 4PPLY %. :ONTINUOU )F SEALAN AMES ANC 1PPLY TO 11NDOW NA LANGE IN 'RE -FUNGI IDLES OR 11DE ADHESIVE - 'XIBLE FLASHING VER DRIP CAP ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS 1 O ( FULL WRAP) SCALE: NT5 INSTALL PLUMB, L AND SQL MANUFAC WRITTEN INSTRUCT APPLT MEMBRANE FLASHING OVER JOINT 1. IT 5 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HCUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, 7. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 11913 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING �SEAL INTERIOR PERIMETER OF WINDOW WITH EALANT A E C N I T E C T S Design FAX: 407-7744078 www.abdosigngroup.com AA N. 0003325 ti y W 0 r, m O r � o-uiwzv. as LOT. SILVERADO LOT 25 BLK 6 PROJZCT# 04128.000-02561 MOD=- 4EBB "1828—CALI" GARAGM BITING: LEFT PAGIM WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B 0,1 ARCF MECT. STATE OF FLORNJA � P � `✓ D � 11/09/17 SCALD 1/4"=1'-0" aBIEM WA5 a -- - 2x6 SUB -BAND W/I'x4' NOTCH 0j T/B' TEXTURED FINISH • woOD, END, WRAPPED IN 1/2' TEXTURED PEEL 4 STICK FINISH cMu METAL LATH x DRIP EDGE t\ a \\ METAL FASCIA WRAP ` 1 x x x 7/8' TEXTURED I \\ � r�UDSHEATHING WRB LAYER 1, x x x x x x x x x x x - FINISH '® WOOD \ STUCCO WRAP(FRAME ONLY) x x x x x x /8 f I/2' TEXTURED 1 \ - �1 WRB LAYER -2, FORTIFIBER _ / \ FINISH wGMU BUILDING PAPER x x x x x x x x x x x x tt \ (FRAME ONLY) x x x x x x x x x x x x x \ �' METAL FASCIA \ —WRAP 2X6 91,115 ®AND 1 ROOFING CEMENT x x x x x x x x x x x x x /, i i FRAME OR CMU Ya' FROM \\ x x x x x x x x x x x /� FELT PAPER STUCCO, 1° FROM t DRIP EDGE x x x x x x x x x x WOOD WALL \ METAL KICK OUT x x x x x x x x x x- DRIP EDGE \ \ !— x x x x x x x x —EXTERIOR WALL /-;- (REFERENCE POINT (FRAME OR CMU) \ x x x x x - ONLY FOR WALL OFF ✓ SET OF COMPONENTS) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY \\ ROOF KICK OUT REMOVED METAL FLASHING, WRAPPED \ FOR CLARITY MIN. Y4' ABOVE BOTTOM OF ROOF DECK (BEYOND) DRIP EDGE ®ELEVATION ®FLAN A rDRIP EDGE, I" OFF WALL �NOt INTO STUCCO) — 11/6' TEXTURED FINISH 0 WOOD, 1/2' TEXTURED FINISH 0 CMU —2x6 SUS -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-0' O.G. MAX. 2x SUB -BAND W3142'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL ® WALL W/KICK—OUT 2x SUB -BAND W/Oi'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/I1 'x4" NOTCH A END, WRAPP PEEL 4 STIC* *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R B N I T E C T S GZSOrob ion -n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgagroup.com AAA: 000332b F 8 w 0 a 0 Bumm 1s LOT: SILVERADO LOT 25 BLK 6 PROJBCT* 04128.000-02561 HODZLJ 4EBB "1828— CALI" OARAGM B WINCP LEFT PAGIM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B AME AT fl DA 11/09/17 8CALM 1/4"=1'-0" ax�T A 6 Ab r