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Home My WebLink About36072 Carriage Pine Ct• C! u I T C R T a • 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 1 06/04/15 1 J.M. - 150-B Q.C. R.L. 2 8 0 - E LLE 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE AV. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES A ALTLT . ALTERNATE ALTERNATE Y.C. YPR. MEDICINE CABINET MANUFACTURER AMP. AMPERAGE YIN. MINIMAL • OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD YID. MOUNTED • CONSTRUCTION TYPE - VB CL CAB. CENTER LINE CABINETN.TS. N.T METAL NOT TO SCALE • MIN. INTERIOR FINISH - CLASS B CLG. CEUMG O.C. ON CENTER •BASIC WIND SPEED - Vult=150 MPH CLR CLEAR PL PROPERTY LINE Vasd=116 MPH CONC. CPT. CONCRETE CARPET P.B. PH. PUSH BUTTON PHONE • EXPOSURE - B C.T. CERAMIC TB2 PIT. PATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL D.C. DOUBLE DUAL GAZED PR. P.T. PAIR PRESSURE 'INFLATED AND STATE CODES DNA. DIAMETER R. RISER DIY. DIMENSION BAD. RADIUS DISK DISPOSAL RA.C. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RY, ROOM D.S. D01INSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.R. DISHWASHER S.H. SINGLE HUNG EA. ELEVA. EACH ELEVATION S. SHTHG. SHEET SMTH114G SQ.FT. CALC.'S EQ. M. EQUAL EXHAUST sm. SLY. SHOWER SIMILAR EXT. EXTERIOR SL SLIDING F.C./FX . FU ED CLASS SL GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FINISH SITS SHEAR HALL 15T FLR LIVING 1330 50. FT. F R. DR SECTION M FLR LIVING 14,53 5Q. FT. FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIVING 2823 5Q. FT, FTC. FOOTING TEX. THICK GARAGE 454 SQ. FT. GA. GAUGE T.O.C. TOP OF CURB PORCH ee SQ. FT. GAR. GAR DISP. GARAGE GARBAGE DISPOSAL T.O.P. T.O.S. TOP OF PATE TOP OF SUB TOTAL 33'76 5Q. FT. G.F.I. GROUND -FAULT CIRCUIT TYR TYPICAL PATIO 80 5Q. FT. CL INTERRUPTER GLASS U.N.O. UNVM NOTED OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF N.B. HOSE BIB V. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR V.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION 7, i21�ct�r 1tEVfE1V DA-rE: 1 I I CITYOFZEpH J BUILDING OFFICIAL , '' BUIZfD, G S� 1A I f-Ol> •� "P LY Ot,'ITM ELECTeuc , F �. , ,,, G, MECHAI�tICAI. Corr `r; A,ND P'IPiWI�H CONJPLY 7UALL AAWGR CITv DMICIN ili � riiili ILt�C IldAi�CF. SHEET # INDEX OF DRAWINGS DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-ELEVATION "D" PG 5D-ELEVATION "D" PG 4D.1-WALL ASSEMBLY ELEVATION "D" PG 5D.1-WALL ASSEMBLY ELEVATION "D" PG 6-FLOOR FRAMING PLAN PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG D1-FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D4.1-2-STORY WALL SECTIONS PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS 6 Design Group a L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 x y 0 4 h W 4 i oxn3DIV & LOT SILVERADO LOT 10 BLK 1 PRoj=T# 04128.000-10001 moDmila 4EJB "2807-ELLE" GARAQZ 9MM43: RIGHT PACE: COVER PAGE 150 MPH EXP.V. B ARCHITECT STATE OF FLORbA P T D10/21/ls 9CALIC: 1 /4"=1'- O" 9H8:ET C1 or 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) 1. SLEEPING ROOMS 30 IL ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 10 (PSF) C. ROOF LIVE LOADS R301.6 " I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 11. CONCRETETILES E. WIND LOAD CRITERIA I. BASIC WIND SPEED IL EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY 17 (TCDL 7 8 BCDL 10) 25 (TCDL 15 8 BCDL 10) VULT=150 MPH, VASD=116 MPH B 0.85 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE /. 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, AO 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE %. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/.'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 8 R8021.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518' CDX PLYWOOD. 518" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLGOR T 8 G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 9• FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. EDITION (2014). 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 117 CDX PLYWOOD SHEATHING. MASONRY 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL E ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 POINTS AND SUBMIT THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OMISSIONS THE CONTRACT DOCUMENTS, OF PSI. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. CONSTRUCTION, 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1. 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SI4ALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 8 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 18 -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 YHNCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (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 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WI A X Wl A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-O'.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 251. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER YV D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 %, 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2014), 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 6 Desou 1��ign Gr L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 m i m y 0 r; 4 m 4 F c 3 J aUIEWIV. Se LOT. S ILVERADO LOT 10 BLK 1 PRDJMT* 04128.000-10001 MODEL, 4EJB "2807- ELLE" GARAGE SM11140: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B ARCHrrECT- STATE OF FLORIDA 6 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, r%' THICK, OVER FRAMED WALLS APPLIED OVER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2"THICK, LR;An A AB )LUJACIRAPAPER NO 93723 WHERE APPLIED OVER MASONRY OR CONCRETE. DPA 10/21 /16 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 8 ASTM-C1063-06. aCALE: 1 /4"=1'- O" 2-STORY GYPSUM BOARD aLcoET UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE GN ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15115 -Ell, 10'-0" 28'-31 p'_CONC.I Lu u SLAB O� O � 10 ,J3 1/2' DI — — — — ------- I 4' CONC., REINF. W/ 6'x6 TTP. I WIAXWIA WWM ON 6-MIL POLY- 0,_0. ELEv. I I ETHYLENE VAPOR BARRIER ON FIN. CONC. SLAB WELL -COMPACTED CLEAN FILL I 1 ■ ■ im I� i TERMITE TREATMENT SHALL BE 30'X30'XI2' 1 BORA-CARE 61 CONC. PAD - -' � I W/3-5 BARS v � E.W. ON CACOVER IRS MIN. I 3 W 35 E.W.ARS E. OND 3'3I ■ ! CHAIRS MIN. 3' COVER I ■ I j i I 13 ct ly - LI. -- (�,--- -71--- ----� -- ---J 0 ■L E. —1; -- — __ I— _ t _ _—_—■ _. -- '�c D II __ FED. — — — — m13 � _.__L ="J% .—. i ��SINK Imo)II�) D m rr LJJJ ■ I 2'- 4 B_3�-- — 3 6 2-13 0. —. 4 2" — v - \\ III v r� �1■ OPT `y REF I DI I I STUB UP 6B li{I II L _ _ J I TO 2ND LAVt LAV. DI / i, II "x60' , _ — — — —F� j I' PVC CHASE°J FOR ELEC. TO r ( I \ J .°. L' _ y� PAN ! �� ■ ISLAND -- —�— EXTEND 5 1/2' �� 4' CONC. I I I DI ry SLAB 1 1/2�� - w/ ' HSSLAB 4' PVC 1 I N 3--0 �_ —CHASE — I -0-._\ �0�\—=.6 - — ---- (3_-i0 * BOLLARD --- — 20 m" —L AS REQ. PER �� ■ ICOND.) 0 0'-0' ELEV. BLDG. CODE FIN. CONC. SLAB roI i I 6B � 24'X24'XI2' GONG ! f DI PAD W/3-5 BARS SA U - ZZD -- EXTEND I E.W. ON CHAIRS DI w a U (] p' �`j �Uu � 1 ■ ■ ■ ■ SLAB MIN. 3' COVER 0 I/2' L {I `a . — GONG. 13 *41�3 I/2' -- J F_24'X24'XI2' CONC. J I I w U SLAB DI ■ O Q ■ ■ ■ PAD W/3-5 BARS eI ■ 4 I E.W. ON CHAIRS DI I3'-6" 3'-4" _ 2'-2" MIN. 3' COVER Bit �—I I SLOPE 1/8' - vi +PER FOOT L — DI ! • 4 I DI D1 I Ii v1 12'_4" _ _ 7"X""XGONG PAD I W/3-5 BARS E.W. ON L_ J j CHAIRS MIN. 3' COVER (3 TYP.) ■ ■■ ■■ ■ I DI 20._8" 39 a -, — FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN - FLOOR ELEVATIONS AT REOUIRED ECsRE55 DOOR SHALL MEET PROVISION OF SECTION R3II3.1 OF THE FBCR 5TH EDITION l2014) e ro v 2' VTR 2'i I WASHERI 2•l R,113. � I 1 1/2'� ILA LAV r• 7 12. VTF I I ISHWR PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) -8xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. W/ l2)-3lI6'X2' CONC. TAP -CONS SLAB A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE A R C N I T E C T s 6 Design LONG WOOD, FL 312750 PH: 407-774-6078 FAX: 407-774-4078 w .abde lgngroup.com AA 8: 0003326 ti m V w 2 0 a c F 0 v SUBDIV. AC LOT. SILVERADO LOT 10 BLK 1 FMOJECT#A 04128.000-10001 MODEL 4EJB "2807—ELLE" GARAGE B'WMQ: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B CCA ARCHITECT STATE OF FLORDA Dp � 10/21/16 SCALE: 1 /4"=1'- 0" B 1 DOWEL LECsEND ■ -CONT. VERTICAL DOWEL TO LINTEL COURSE DOWEL PLAN A R C N t T E C T E 6 Design Grou .2. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 F W y y 2 0 a 4 F O F ti auHDrv. ae LOT SILVERADO LOT 10 BLK 1 PROJWT# 04128.000-10001 HODEla 4EJB "2807— ELLE" GARAGE SUING: RIGHT PAGE: DOWEL PLAN CCA 150 MPH EXP. B ARCF FrECT- STATE OF FLORIDA 2 PRD;T DATM 10/21 77 SCAM 1/4"=1'-0" SHEET 1A SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS Cwso-Cw•a• SAFE LOAD - POUNDS PER LINEAR FOOT tYPE •Fe- q- - ]m- - LENGTH tMlB eFs-le aQ.m eFr-o »- a-c m -D 2'-10'(34') PRECAST 2231' >069 . 6I IU 1941 1541 0l14 B9l{ m 10l9a IyY9 PRECAST 2251 %D8 9065 al9 Y05 5D> 616 6601 1541 6054 aTl4 530x l0»4 Iel51 Hen 4'-0' (48') PRECAST gbb ]%1 x65! flDl ase5 9e]e b» 489D t9{l 9961 e9u l0l4 Io>5a eml nee5 4'-6• (54') PRECAST yyss 965 ]D9 ]a• uT9 xav • 399 1541 u16 e612 54em IOI31 6224 IDW 5'-4'!64')PF2EGA8T pO we w!e 958 ]6]2PRECAST y08 Q% 2ntMl 94eD1'-6'(50')PRECA5T 1S'.4'elIV) 143 .11 121 2-1 PRECAST 55A • I60 D2910'-bY126')PRECA9T 4156!•1.52 D» 21• %4 4154. 11'-4• (136•)PREGAST 362 5a2 SO Deb D46 2421 !n1 4a06 9e] >u I%b DK 2.1 9Ql aaM.b 12'-0'(144•)PRECA5T 331 9aG 5a0 et! Dv CS•1 m4 168a1 16e1 29! x99 Se05 ]e•! 9592 »e2 13'-4'(160'PRECAST 256 411 411 15D T» 1C15 1p19 Ism 142e D% b% 2!D 2- 2ee9 26A> 14'-0'(l6S•)PF ECAST 219 41 t•6 Im•2 1926 1651 2n1 Ms• 442 l•6 100,2 Ui6 D9t ]q1 ]bD0 14'-6•(ilb•)- NR w NR ae a6 4>e W 010 90] 22. rin ]lQ I5'-4'(184') F,eE6lFE N.R.N. NR NR lax NR NR w Q 1. Q9m MI 20% 2>2o riD O'-d' (208'Jf•Fa]el•>E NR tR IR NR w NR Ne r✓R 90e 5% 59m 1i26 t6.9 w5 x•4l IS'-4'(232')Fra:s N.R. Ne N! NR eIR NR 2» 4D l9• te3l lri2 DD IlD 21'-4' (256'/Fte:aT+az NR rat Nt Na NR see w Ne Dm !4• 58e eu see t46s JJ'•0YJ64')F'•ESTraE NR '» rat rR NR Ne w 169 96 990 V•I mal �e U9! 24'-0T289'J Frs:e NR Q5 rio .5m 69+ ms mat Q]2 SAFF UPI IFT LOADS FOR A" PRECAST A PRFSTRFS.SFD Il-1 INTFI S CAf7-CMm SAFE LOAD - POUNDS PER LINEAR FOOT TTIeE LENGTH 3'-b' (42'7 PRECAST VS -IT mQ-R .-T SW2 tt- t . -IT Me-rc eF!].R MS-2T D69 M*-2T %» NW-]T »24 F20-2 4191 Fx4-2T 1263 III -xT 619] eF>2-2T 1G01 1969 %» -4 4394 -1 61. 1061 4'-C' (48') PRECAST 569 x3.9 3eb0 9e6 4910 99]9 6015 --1- 2>M !•60 38B 4910 53ri bOl! 4'-6' (54') PRECAST 1- 2~21•l > 5 4w9 1 99M QOt ] lI l0' »79 4043 4lll 5916 9'-4' (64') PRECAST 10Y nD ]]lbr xe% 9999 9961 H>7 IOW tI ]]M xe» 3999 9561 N)] 5'-10'!TO'1 PRECAST D• ].6 4 s Sri D61 2~ 1--- 3ml 20 403 61-6'(18') PRECAST e% 23x5 ] MS. !1Q e 1401 - 23]5 2'N• 121. 1Q T'-6' (9O')PRECAST 1n 2426 262 2 12' n24 4 b 2426 2821 x S'-4' (112') PRECAST 11 Hl D ]Bam 951 M DD D41 96! 1264 2619 10'-6'(126')PRECAST 990 51 5D IDe "6 I1!6 2011 i Ilem 14V n69 II'-4' (136')PRECAST �9• l4 0.1 ttt DU IV3 aye b•l PV .. 19Dw 2D1 12'-O'(144') PRECAST 41• V4 9% 163 L'4 Deg 41• 95• t3ot 13'-a' (160'.PRECA9T ue •� 11u, m9 428 K0 169 M 169 t%l 14'-0'(l&0')PRECAST Sea »D 124 m 4m 4ri to 1069 Del Dot 14'-B' (li6') FYfEBTIa? 299 246 S34 395 663 612 Sri I 9 DD lUl 1134 FI STIIE 234 ri• >I! % 6w 62t U Q 911 I D IT-4' (206'2n•EBTp - bl ]6 521 l% Bl 19'•4'(232•)FRE6TaE 9amteftb14• 162 iri M1 541 nv 64 u1 141 21'-4' (256'TI2EBieE M6 Itl W 2.! ]!] ua IL, b]S !Y! 59l a41 VI m1 22'-O'(264'1PREe U1 D1 2e9 31! M2 b Dl ]M 24'-0Y2�'/Fr�BTIE Q4 e4 Y9 gel >9 9tl 46s 4D 49T 151 96l ex SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CarfeCwn'• SAFE LOAD -POUNW�LINE�A'RNEAR FOOT m- sere-e e1e+e-D enma.D 2-D •1e2e- as4'-4' (52.) PRECAST n49 !!Ya 3t80 ]I 6493 l%lle•J D% %95 53.6• 84» 1ee994'-6'(54') PRECAST 1a94 �• 90b> xem 9na 65a4nx %!! 9x•bn 54M ter5>5'.8' (68') PRECAST ''� i to nD 9 9566%l er•e T4M 4961 lYl vpPRECAST 010 t69! WOO! vu 310099 T ]>I2 4x42 b'•8•(80')PRECAST l9l 9lb D16 >� 50ae ll4l 944e l%• 8.1 Dri !n0 50b 19D 9115 T-6' (W-)PRECAST 1» M90 2459 9116 9143 V3! %]9 N5 l% 145• 21. 3116 9149 8'-8' (116') PRECAST 411 Kb 555 588 2ri9 9n9 4091 9W !26 995 DbD 2299 9n9 4D• 9a4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CADeCMlD SAFE LOAD - POUNDS PER LINEAR FOOT (52') PRECASI%e]%2 i INe4'-4' 3056 3%1 4 10 5t10 4'•b' (54') PRECASli•arm4(66') PI�CASQ69 f91 3316 33D] 9911 TH! 1265 n5l 2326 265a 930] »aPRECASam n46 2]99 2113 3] 2195 Q»2299 21v 3rirb'•8•[BC')PRECAS12e,., IS-. 242 2619 892 Kf0 D30 19e0 24ri 26" 9>ri1'-6'(50•)PRECAE 14Rv -1 n6 2 - e96-1 nb9 2b6 2%l5'-8' (Ilb') PRECAS nv 2 a6• IOV Dee - I20D 2»l PATIO -_---- (2) 3052-SH (2) 3052-SH 6068 SGD. L- 4 i DINING ROOM OWNER'S LIVIING SUITE OWNER'S S -- BW.I.0 BATH 8CG UAN . I I iG. I SLOPED CLG I I 0 FLEX I I FOYER GARAGE CLG. (2) 3052-SH O I a LL-m- _aPORCH 36X 10' L-2 TRANS. ---------------- ------ I L- 8 L-1 O 16' - 0' X 1' - 0' O.I-I. D. -------------------- L-1 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4^Tr_4^vW LINTEL SCHEDULE LINTEL NO. TYPE COMMENTS L I 8F28.113AT L 2 04--l' 8F8-IB/ITV' DOOR A55EME.Cr- L 3 B/ITL 4EF24-IB/IT #0-IB/IT 8FI2-IB/IT A R C N I T E C T S 6 Design Group..... 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www.a bdesigngroup.com AA #: 0003325 F m y O Cam. F 0 a aUDDIV at LOT SILVERADO LOT 10 BLK 1 P1iOJECT# 04128.000-10001 i[ODE71 4EJB "2807- ELLE" GARAGE SIVMG: RIGHT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCHITECT: STATE Cr- FLONDA MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES 9 R£DAR AT 1CP I, M 6• RI Intel . 400C I I. GENERAL R L bed erld road ,lo9d,. S. bare wed ratma based an retlonel design anely.i. Par TYPE DESIGNATION Hat (u rzEofl AR NO 93723 P Pe ACI 318 1-1 ACI 53C n•DOCp°1 I. All values besetl on nmhnn { Nkll 1. For .o•yaoelte IInNI Ilel¢M1e rol ebun. I-Ut• CLEAR 2. Cc preeVeesed ISdel • 6000 pal 2. 911ae M1lbd INtels ae raquked. m. i]Ie extaler eerreu o1 ll,deb I-Ie In exla(or ccrrete nominal basing. use fe load hon next rolght etwun. 3. Grout par ASTn C416 rg . 3000 3. itw.1tilt, Of IIntN Hoer eoeply alUl the erd411Cturdl omy Iwlle Nall have d ccetl f •Lucv :lad In accw _ Ezuptlon: Safe load• for unrifled Imlel• noel e. For 11nte1e i"n rot ehoun, use sere load F . FILLED 01 G1gJUT / U • I-ILLED I m/ nezlmun 3/8 Rtch erld/or structural tloeulade. O epp SEE SAFE LATERAL LOAD be reduced 70'A If beer eh 1• non next t tit ehomn PRINT Ps w�Illl A91i-I C-2S6 a oUna approved euting. TABLES FOR Law RAnnG 1A9 •"8 (SIANTrcY OF 9 ReeA2e AT 1 O 21 16 aggregate 4 8 to II m h slwp 4. to _die era narufectved mllh 9 I/7' long rotchee et II. Lintels leaded slmultenadul Ith vrlleel ( evl lees Unn 6 I/J M1icMe. 4 Ail eefe be m ,Hite or poles. pw linear ppTTCM OF LMTEL GAVI,1. t� � cnu DATE: y e gr U2 or FOR EACH ADDITIOIJAL 4. Controls Meeorry Unite (CMU) Pa Um aide b accamodets vaticel cell remforclrig and grouling. upll/tl antl hgrizontel (IataeU loads a ld be deeded �UFORCED GI'Wl BILL 2. N12 • Not Rated rest JJ ASTM C50 nAnlnlmum reel arse 9. Rol,_ Vie C48T-CRETE LOed Deflection Graph broeture far tro combined leading with the folleeing equation: COURSE 9. Safe bode ere eupmimpoeed elloneble loads. m. All eefe loads based on simply supported / 9 y EiCALE: 1 /4••=1 - 0' ooepreeelve eValgth • 1900 Pal fa Intel deflaetlon mfaeletian. 4, Site loads based on grade 40 or gratle 60 span. 81- I KJ - I I�/, T EE p0,,ryR 5. Reber pa A9Tft AbD grade 60 6. Ebttu need i000d reber to be holed et tro bottwn rlsld reb4r. ii, TIa rvnba m l2u the Pewrttwle 1--� IS Ep 6. Reeueesi Uard A9Tn A II of tro I -I caul 2i]Plled valtcal bad • / ollad IarlunGl lead (1' QR TYP 5. Qq �1 rater me ba nbelituletl rar low mtllcatee ttu cwl raducllrn Ior de 40 e Z , O� ^9 s Pa uJ S I0 8 P•r 3a grata 2lO bm roUxetbn 1. 1/32' didnela ebe stimlpe era ee1Wtl to the Safe vatleal load Safe hGr12 1 bed 9 rebaro m 8' Imtels only flew added r6bar. I plANtltY aF 9 « LIAR AIWEL OTA9OYTOfI ...nnn 1. Fbrter pa Asm C210 type n a e botbn steel fa eectu,nlGl anclwraga 12. Adcllliwl bterel load I ba <219 FEBAR b. Tha dMigrle' Ny cvdluete edteenVated Exdnpls l'-6' IIM.eI type BF37-IB sofa L F'EBM AT TCP • r 8. GO•t-m- feu exetaete ma b. IdW In il• 19ne1 spec ty een P y POv c°° Obtemed by V dealgna by providing addill-1 remrorud Ca1240 ar GR60 ludo hen Vr eefe bed tablae by grevlly bad • 6412ru w/ 1515 � HGtNAL NEIfaNf 15DTTd-I 1�aacpcNG In I_ or calaete ee•ormy unlle. carlcela me move Ua lanai. 5ne detail el rr -e letlrlg Uv naaienn rnbtmS monad adMI-6412 (AD) • 9801 pit PFfOVIDED el LINTEL sorry a ' elld alter at d•emay Ran feu of nppcxL NCMNAL WDTN a• -mes1 A R C H I T E C T S PATIO 2610 --- _ —OVERHANG OVERHANG -10"FF-4-m' Ire' ro 1 ROOF o� ABOVE 6068 $G.D. i i EGRESS DINING ai ROOM - OWNER'S LIVING SUITE 8'-6' CLG. - --14 -10 AY ?� 2 �4X6 2•_8,6'0"3,_6. 8 8' POST0(CCA) L$lll. L$.W.PWDR om LI-SH OHE W e'-s cLG.L)>BL.IR---IIH OWN 'S6'-4" �� —� STUD xj-I�OPT. 33 f � ^•-�I SHWR PANIry REF I �-i . ��Ri LAv. LAv, mi e 5 _8" 6'_4" � �•_0^� I 3'-S" I 1 3 _8. 5 6" L$.W 10'-10" _ l U S I STAIR DATA 16 RISERS O 154' -_ v - FLEX I v• I 1 15 TREADS B 10' 8'-8' CLG, I 0 1 NOSING STUDS o 16' O.G. PER BOLLARD OSHA TITLE 29 CPR AS REQ. GOND. O = A PART 1926 SUB PART PER BLDG. M - FALL PROTECTION CODE _ I926501(B) (14) v <3 FOYER i 3$e 8 _ (2)3052-SH ---+�� F2X301 B I 2� MT. 2. '-0„� L�d:CCES� _5_ PO RCH GARAGE -' CLG. ------ I v s I ---------------- ! 1 EXTERIOR MASONRY WALL BFi's. HEIGHTS 8'-8' BRG. LOAD BRG. WALL U.N.O. ON PLANS SQ.FT. CALC. S 16T FLIP LIvMG 1330 50, FT. 2ND FLR LIVMCa 1493 60. FT. TOTAL LIVMG 2823 SQ. FT. GARAGE 454 SQ. FT. PORCH 99 SQ. F7. TOTAL 3316 50. FT, PATIO 80 50. FT, DBL. TOP PLATE B �© • •ll • ' • COWMW AND CIA = YAID LOADS BASIC RED EIffOSIAE FOR 3 SECOID cxlses OPBAMTB SOUAIE ZONE 150WHUOM FEIAM AND TYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 16 5 24/-31 DR. MIN. CRITERIA S.GD. MIN. 41 5 23/-29 CRITER A 16010 0.14D. 112 1 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE IBM 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COI DATE 0 08M _ 4 8 -4 2 d _ 6 0 FLOOR PLAN Ig -0" 2ID -8" 3g'-8" NOTE: _ _ -2-8 LOUv. POOR W/ AIR HANDLER ON METAL STAND OR 2-0 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 PER SECTION R3025-1 OF THE FBCR 5TH ED. (2014). WDesiLln PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA A': 0003325 2 h w V 0 a 0 F 0 2 � V BTLJ mm Ah MT- SILVERADO LOT 10 BLK 1 PROJECT* 04128.000-10001 U0DIM 4EJB 2807- ELLE" GAT(tAGE BVrMG: RIGHT PAGE FIRST FLOOR PLAN 150 MPH EXP. B CCA ARCHITECT- STATE OF FLONDA DP N 10/21 716 8CALE: 1 /4"= l' - O" 8*IEET 2 A R C R I T E C T E I= I p I LAUN. 8 v K I I GLG. LV 13 I ! CHASE CHASE BDRM. #5 I IJ BDRM. #4 �,.c-� G. I -_ i3'_8• 2,-8. 3._4. 6,_O, i F-1 � 1 m I�.PI m �\ / AXCI OSF�. Bj ' —I BDRM. #3 8'-0' CLGCLG. C.,HASE — � 42' H. HALF I WALL W/ GAP.. (� UPSTAIRS '� " r22xs6i = IR-ISH W.LC IN - LIVING M m I ATTIC I 0' CLGW.I.0 I n LACCES°vJ J- 8'-0' CLG. I C IR-15H S� v 0 _ J O Q ti BATH' #2 i STAIR DATA 16 RISERS ® 154• , . _ BDRM. #2 IS +READS I' NOSING ON � I 1*D1 I m3082-SH 30 2-SH I I 204�-SH I I I I - I _____ I 16_._ 64" _-...__._ 8'-Im" � I i ��_ 21'-2" _— 3 '-4" ✓ S O 5 _4, ..a O e m I I L— — — — — — — — — — — — — — — — — — — — — — — — — — J (2) LAY FM OF 3/4' PLTWOO OR 121 LAYER° 6 3/4' & F F SECOND FLOOR PLAN `ODR MATERMd RP9 OR FL NA 9ECIA� TRIAD! TO B1RN'#R NOTE: uwv! n• eaeme Ea BTRWCdR WTHIR!ADlD 9HAIK 2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 sln a�oo°Eie TA w80 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE - T ----- / B �p U MAX. MATE / NOSING 10' / MIN / STOR. / / / -- 9-]xD BTP BIPoNGER Q m g�]�O? Tgw QIT TO clT / REBFO MA W/]XI BPF YLGONi, BEAD d O / PL-OR BRBLARE � Q _ EA NORIZONIAL RW V ~ I A 4 RE-INFLF M / • EA I X D STRlf1 ER 3i� / sEGAQE BVQO 6'-e' OG. ��-a]t4 ATTACHED W/ W>d M.BG42T N.IL8.2kInSTAIR SECTION BLEEPER WTO BLAB WTNIN B' 10'-0 3/4' 2ND FIN. FLR W.T. STAIR DATA: 16R • 194' E TREADS J.. I- N081N0 wm Po°ERD TO GMOR'1 TO—BTN E.1-3d1T MIL 1REA Bl118/IREAD9 AMAX RIBBL•1 B/1' 9A8' MAX VAPoA. W Po ADJA TO EAGI OfFRR 9.B' HAx APo4T— TKN W ANT PoBER/IIEAD NMDR4IL GRCIAAR GmM SECTION DIA TO BE 1 9/4' OR FI IT EOIHV M.EW . UpABPABILITY WINDERS- MW. 6• WDE NARROU END MBL 11' WDM R U' FRCI•I NARROIU END 34' MW. HANDRAIL IIGT. 0'-0' FIN. FLR NOR. N III ILB BNALL NAY£ EIIHER q GR'LL 2 ORDBB 8lOTIOII WTN A DINrtEIER 6 k•I ]' CR A NONCXY]LER CRJ%BECTION T. A PERVETER D lOF AT LEAST 1' d Vo NDT MOPo: THAN B I'' — ND A 2 1— tl NDT LXCLE. L 1 SECTION DMENBION DWG Ila•. EOGlB SHALL NAPE A MWIMW RADIO° OF I/B'. %n1HANDRAIL DETAIL BCALl� 'NI'•1•-0' Des' iea. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 E; y w 0 14 u O F a y EITJHDIV. AO I.OT SILVERADO LOT 10 BLK 1 P1Zoj=T# 04128.000-10001 woa 4EJB "2807-ELLE" UARA13E OWD4 3: RIGHT PAO]& SECOND FLOOR PLAN 150 MPH EXP. B CCA ARCHfTECT STATE OF 0RIDA � I 10/21/1, DCA=: 1 /4"= V- 0" skim= 3 A R C R I T E C T S 1/8' THICK, 3 COAT CEMENT -- PLASTER OVER GRADE TO' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE-------� FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER V 2.6 LEDGER SECURED !OR APPROVED EOUAL)FELT ' . BOLT W/2' x PAPER ON IA OSB. SHEATHING .LLAG W/ 2' WASHER OR 1/2' COX PLYWOOD SECURED PERNAILING 24' OC. MAX SCHEDULE 2x6 RAFTERS --'-""'� LUS2b W/ (4)10d'4--_----- TO LEDGER AND (2) 1Od's TO 2,6 JOIST 2X6 LEDGER W/ 1/2'x8' X THREADED ROD 24' OC- MABET IN SIMPSON ��2'- a HIGH STRENGTH EXPDXY b' MIN EMBED. 1/2-THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF C S.G.D. SCALE: 1/2' • 1'-0' IS'-0 3/4' 2ND FLR _ EE BRS. HST. L 18'X62' DECORATIVE SHUTTER 10'-0 3/4' 2ND FIN.._FLR,__ _ 8'-8' BRCS._ HGT. _ 4' RAISED 7 1 BAND (TYP.) 0'-0' FIN. )_8'_0 3/4'-2ND SRS. HST.___ 10'-0 3/4' 2ND FIN. 8'-8' BRIS HST. - 0'-0' FIN. -- - - - ROOF FYPON BKTIIXII OR EQUIVALENT IS'-0 3/4' 2ND FLR. - --- - -- ___� a FYPON 4 m EN EQUIVALENT EQUIv DECX O' DEGOR4TIVE SHUTTER I � - n nA MI6 3/4' 2ND FIN. FLR � V u�( - ----- - - d1 -- - -- __ ._.. - -- -- 71 - FIN. FLR. FRONT ELEVATION TEXTURED FINISH REAR ELEVATION TEXTURED FINISH -S' 5R,. HST. 0'-0' FIN. FLR A LOUVER DETAIL TD. GALGS - OFF -RIDGE VENTS ONLY 4REA OF ATTIC = 1813 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 1913/300 6.04 ✓ENTILATION AREA X SO. INCHES PER FT. L3441 87024 SQ- IN. MIN. REQUIRED VENTILATION = .5X 87024 IN UPPER PORTION OF ATTIC = 43"2 SQ. IN. OFF RIDGE VENTILATON AREA = 115SCLIN.PERVENT 435.12 /115 TOTAL#OF VENTS REQUIRED = 17M65 TOTAL#OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMETER OF THE HOUSE. LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL. NO OVERHANGS INCLUDEM WDeshm PH: 407-7746078 FAX 407-774,4078 www.abdeslgngroup.com AA #: 0003325 w ti m a U 0 C c, W C 0 Sulfliv. at LflT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 molum 4EJB "2807-ELLE" GARAGE BMWO: RIGHT PAGE: FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCHRECT STATE OF FLORIDA 2 DATM 10/21/16 SCALE: 1 /4"=1' - 0" SHEET 4D IS'-0 3/4'_2N0_FLR ,L_ BRG. HGT. Y IV-0 3/4' 2ND, FIN..FLR.b_ V-V BRG _HGT._____� LEFT ELEVATION TEXTURED FINISH RIGHT ELEVATION TEXTURED FINISH I6-0 3/4' 2ND FLR. BRG HGT.._ —..__ 3M 2ND FIN. FLF A R C H I T E C T S 6 Design Grouo.nc. Wi N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA $: 0003325 J y h F 4 V O F A V $UHDIV. a LOT. SILVERADO LOT 10 BLK 1 PROJECT/ 04128.000-10001 U0DEL: 4EJB "2807-ELLE" GARAGE S'WMC: RIGHT PACE: LEFT & RIGHT ELEV. "D" 150 MPH EXP. B ARCHrrECT STATE OF FLORDA Fs5 10/21 77 : 1 /4"=1'- 0" T j4A� �Ay TYP. FRONT ELEVATION a-6' BUTTERFLY METAL LATH B WINDOW CORNERS REAR ELEVATION M--6' EUTTERFLY METAL LATH 6 WINDOW CORNERS A R C H I T E C T! 6 Des' lncign Gr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 F W V W 0 F a ti 0 IN SuBDIV. at LOT: IIN SILVERADO LOT 10 BLK 1 PROJMT# 04128.000-10001 MODEL& 4EJB "2807- ELLE" GARAGE NVMG: RIGHT PAGE: WALL ASSEMBLY ELEV. „D„ I50 MPH EXP. B ARCHRECT STATE OF FLONDA PnnqT DATJM 10/21/16 SCALE: 1 /4"=1'- 0" SHEET L.) 1 LEFT ELEVATION aN$UTTERFLY METAL LATH ® WINDOW COMERS RIGHT ELEVATION ®-6' BUTTERFLY METAL LATH ® WINDOW COMERS A R C H I T E C T S 6 Design Grou{s1 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W h W O C.f O F 4 K Ci 0 O F Q O Z a V SuBDIV. dg LOT SILVERADO LOT 10 BLK 1 PROJECT* 04128.000-10001 WODEL: 4EJB "2807-ELLE" GARAGE 91VIN0: RIGHT P"kALL ASSEMBLY ELEV. „D„ k.150 MPH EXP. B ARCHrrECT-- STATE OF FLORIDA PRD4T DjLM. 10/21/16 SCALE: 1 /4"=1' — 0" SKEET 5D.1 CONNECTOR SCHEDULE M S N USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER - ur '�" rare. xofw�awrxw wn ra, w. a•..n fw rnfw z - a N.bM elie9KtN E+Oxr afa tl'e.ae0'i,rr, rN roep�O Ne'. prof >fs> ro,ene awtoee.r.,�s•rfnue�,uuu n� r,mef„ rre,eo. a.�-.o ry wr en ur cwevar.N •we eerem n wn efem,, rw-eoe vrfo� , f r,_r nre-u rfu aa. vr, M, m ftl a r N _ na rof ed ro ewe ro.oei. iMie rtl, Ytl roafuM fY rdx�rVY iO x ;�,��.f;:•row.re..tle�.,,�•ef,f��,"'fNf�.f"� N�.rtl�.ror�n ux,e�m>f..enf O In— Z11f'KY mina .�-N�M,o u.wN>O.ex�vr rven rm, as xf-vr, ru Nr�aw NxieN erfeoanf esoxr m>fraweo�N� rr, ae xf ur rven r», aexf-w•, sar e»n�. sv f.,00.aw rven o.,... fcm care, N CP1v.r>, 3M'N�D r0.ie i0 etlOD rUM.rs, Tq!'r0.», � K W z 1bN See >sT! w !re ON1f i•T, t•NM i0 n/M' �� vt � ,re io uetOaerfa re ro lua0 QNrAIe rQY,' eeNrr� Alsr� - n14R 0.Ifue, iv aL,rx!>rN fo r',v0. r11Mr rr, w'. >-w>!1.Jra. rlW mTO NVOD. 10 Oti, ro, IM ro InCD. (utr. rr M• . Y W ems. rK, rV M lOGO i0 nY. r•) W x f uY eoe earm TO 1f�OD ww ei,r»iu errxr efrew eroxr-rrc•.mxr•cii.e•a�ireermxe.eeenfceao weuw+rrofa.aw•rvxf•feefeio enermu..>raa asti.feerox. rfnoucn oxus-cu •aeeM anfoiem ersrera er Neaimnrn esfN ra, ur xaue N (aaurcrnr Nfu. m raoucnw N rfr uvwueve rom.uferfaf a+ffo.�u. rm +� •fensne re rmro rae rwe •'n.rJrnx .ini V) W F O - K� neE•o IaT rdEe, PaTeGilcN TM, LofeM erG vxe[e, Z i,e foe v.sn n nne.na vournw,.fo corauwxs rfur rur �+coenw. rue «.nf..crae wr ec rsvrwe Taff •f.fan era nf•r xe ewew co,ere�w.,rxecnw r ea.>ueraawer•eaese eren..smae.aoruew nf.x,we ar..ew:m . ... •fefwre rl a f:vw•Teo ox ru wiNwav awe xo rusr u•rE arrraf wnnrev nea+rxt •nnereer�ofeerae u farad frov ro fr. __ ..ues ewrows�rew+>am cofrifecrfo, caNaoor o-fou.Tfrfl.o+eer..xr corrfecrfwc-Niaa.foraa.nan.fwiexfw e+arene rae couaa.n.safw+w.�w SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DEL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DEL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER FRAMING NOTES: FIRE 1 I DRAF�ST�F� I 3/4' SUB FLOOR 2X4 NAILER PRE-ENG. FOR DRAFT FLR TRUSS STOP I ELEV. VIEW II 1 PRE -ENG. FLR TRUSS ' \IIIRTT 3/4' PLYWOOD DRAFT STOP �I 1 1 PRE-ENG. FLR TRUSS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0. UN.O. 4'-II 12' -I'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (r2 SYP) l/16' OSB NAIL (3) 12d a 6'-8' O.C. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG: -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING: SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 EA. END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARINGS. 8.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 1-STORY INTERIOR LOAD BEARINGS WALL STRAPS 4 DETAILS. FRAMING PLAN CCA 0822/16 META-16 A R C N IT E C T S Design Grou ln� 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA If: 0003325 A F W h a W 0 F a 4 0 2 V sUBDIV ae LOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEL: 4EJB fr2807—ELLEff GARAGE 9l'W QG: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B-CCA ARCHITECT: STATE OF FLORA rip F"IPRDgT -I DATIM 10/21/16 SCALE: 1 /4"=1' - 0 si1311ET 6 CONNECTOR SCHEDULE SIMP ON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 41M [w, Iee • 1 VI'. w, lee oPfIW Z 0 N row wlWlvar.¢-m r�ru•,00 rm aa, v,eoewwia�roasceer., ns•.�iravw »)•w, rwn roe am roia-r V) ro a-xa N it7Arz ro 11eIN. ro) Iee % � N' M ro nue.fe, we x i yr io wiarz r epe• w1a- r0 eoee. ro�eae wM vY ev nee'bee woo, rf, WieweellleA r�.v rcwcrv, rv®Jr re�rottuoco n,eroxr. mvar eeeeoJw ra+c. v1 w ccc. re+w ro amv ans ae eenw „, w nwc.roaee ro eeov Umvw cws, ro>ewm xWi in• rur. r», w x..v�•, a x fc«c, r», re x, yr fwn 1—rd x,.in•1 wom.eoe ». naie earr.fe e>m ena.e ven n.,wmaao so<w, b' M. left« erle16n1 elVxr, eM«�l�@�®J N CPY. fU YP eTD 011ie iO MXV 1Y0R ru W KI»1 ,»,rwaou z a Ana _ fav sew •.z•va•rr�nr�e w.ara, is ass ro)me ro ww,fuera rww•. a•vw earsve.rw ne *o ucvo ro rav) .roe ew•mwnwsw r.rw,io ou ro, ne re eeev.fur.ru w•.e•ure eo«ew.<n,m ro ones x aeeiwrzo vnr m. � yr n.ee w co«urcww un+. ua �eouoxa, � nc auowbeae �o.o. e.am«.r,m+.� �„�.wa«,Ki ro �a,nxo.ee nn..*,_K.rxx� w _ Z ee o n: ems .re*. w wraeu.e.rau, xo momaw r«ar ru+.weer vrmncw, rxe �a«neacrae ewr ee �ewx�e raa nauu rw roar r� mew cowr�aw rwwreer«v � uewe eraw:ee ores rd.aoewe, use eraeaw erzs raerwewe ue« wrua, aux,,oe ouvawan meecrow,use raersrcwe fw.va«¢ev ren rn..aee oxeic.,.nc«awe m� ee evuuareo a« ax .aivroux ears arc r.nr «au �uerrw arrieova. eariev. °r' vaurs eaeeo w eeerw woad ccwrwiena« cewceraru a:w•,,m« uo.rsaei,wr cawmeiew owes, xro an«wro . w.eun e+envs rae cwoEre . rraoaer ur,u.a SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO T'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ftd UP TO 5'-0' TO w-0' UN.O. 4'-11 1/2' l'-II 1/2' AND UP I NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 1 2 SYP) l/16' 055 NAIL (3) 12d ® &'-8' O.C. TYP 2x12 BX4 /HDR FRAMING NOTES: I I I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-I6 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRU56 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATION5, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL s HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 4 BEvEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. S.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS t DETAILS. TRUSS TO 4X4 POST WITH (2) MTS-12. POST TO BLOCK NTT-4 TRUSS TO 4X4 POST WITH (2) MT6-12. POST TO BLOCK NTT-4 I I I IA I I D I I I I I 1 I I I I I I I -------------------------------- -------------------------- ROOF FRAMING PLAN TRU55 TO 4X4 POST WITH (2) MT5-12. POST TO BLOCK NTT-4 TRUSS TO 4X4 POST WITH (2) MTS-12. POST TO BLOCK NTT-4 A R C N IT EC T E 6 Design 1c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W a W y z F 4 h O F O 2 V EliTmm ae LOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEL 4EJB "2807— ELLE" GARAGE alwma: RIGHT PAGE: ROOF FRAMING PLAN %150 MPH EXP. B-CCA ARCHITECT: STATE Cr- FLORIDA P � —1*111 D10/21/16 SCALE: 1 /4"=1' - 0" B*mmw A R C R I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -{--I 125V CUTLET 10 d BWOLE POLE j PATIO 110V OUTLET 110V OUTLET T TCH WRlD GFI 110v ounET --�— _�T EOUE'ED wfiWB)FALL WTERUPTER(TAMPER RENOTANT TYRE) E �t77,,� T r -] i y 170V OUTLET (4)wRE C01NECrICN f iLTL ��_ _�__. _T� IT�(�IITJ1��1�LL�L' ML_---J----�ZI.11J� WP EM 2NTERIR00F GROUND FAULT AFI OUTLET IN`BRR1MER slurccH - - I I � I DINING swlrcH B-war OPEN OWNER'S y ROOM SUITE W4 BUTCH 4-WAY OPER - - -- -� -I —Lrau 1 � I PIS -WIRED � FRE-WIRED ' \ l LwHT r ' CLG FAN CLG FAN CEILING LIGHT \Q\`P L''A�F�rR "Ro°` f- -' / GFI // ROOM RECESSED CAN _ _ / WAL BOCHCE -� PRE`wRED I I SWITCH IN vEHr. FdN CM y 111 CABINET ® 1SD. wilcr+i: H OUTLET OUTLET I �x, PER 50. FT. C-'`--�- z r ((n S/ FOR VENT ___-� z �Jil Nr FOR DW SSS`H' ------}Zc1 �-I I� Y FIxTu1cE OR MICRO - (B ce TEO EY '� --- -I - - -' I GFI PW_D`R/ _ ENLDER) 4--JSFI \ / FLLYOREBGENT-IKITCHE%l \ J , )r \m -- ]•EULE U.R.tP / I - T AI20M0 � � I Lj I' FLIICRESCENi L, FLUORESCENT `` r - - _ I--r- PAN. I 1 3, W I.C. �-1 0. 4• rRALIG LICWT I �--f .__ \I F j 444�� I BATH 1 REF II GF1czw� PANEL IL aiiiwillill I�I / - TER OSD. ..Q.:.Q Er I \ ea. & `eIS cTOR �N-1� I \ _STOR• \ CENTER FIXTURE GFI - (WH = Edrr. Eaac-uP uv �� / 1 _ VANITY WHEN OPT. W/ OPT \ cARecN nDNDwDE HAS / I LAV. IS CHOSEN LAV ®gKO ciDETeaoR suLBE dDeTi 7 PRE -WIRED / I II, SWFFC KW+f- GF Nor LE%tMEH 4• CLG FAN / J wAL BOLLARD t (K ♦ �� -----, PENDANT Lwur �'^ ' / FE m Q O \ AS REO. - FLEX _ a p PER BLD aNAunrurx c ae C \V CODE / FOY ► TELEPNCNE JACK � I ® \ F \ � _J WATER HEATER TO BE ELEVdTEDI JiCO \ I D16CON�Ct AIR c 11C M _ _ I KEYLESS DlecorWEcr FIXTURE j,�-�',1 �I-�- __ I _ � -- rV. TELEV191CN JACK 1 1 METER To eeR TeWX oW I_I WALL MOUNTED r- - Q VERIFY FIELD PORCH �] I UP, LIGHT w/SWIrcH IN Loc. TI P.B. FOR �� /y�( �� ATTIC i._ _ - _i IRRIGATION TO eE wPPI. a eo W l�JCHIMES OUTLET a C1 cEalr� FAWLIGNT dCCOTAANfE uv EON `� \ - - - PORCH GFI 48' AFF. �� HONKED m euw FOR x --- Zf -- - - �*� <I FLoco Lr+R �� GARAGE GP1 C.] ❑ -I opr, eEcuRITY re. FuaH-dmaH FOR d11se �J y� FF NOTES: - - - - - - -� 'LOCATION OF TV JACKS A PHONE OUTLETS FANS TO BE VERIFIED W HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE FIRST y� �y ROOMS TO BE OVI FAULT PROTECTED PER li H F{ \ FLOOR ELECTRICAL PLAN ELECTRICAL PROVISIONS OF FBCR 5TH 1 A A V IJ EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTEI;2MITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 5TH EDITION (2014), 'LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014) ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (TEO CODE 93) HOUSE PLAN: MODEL "ELLS" LOAD INFORMATION VA 2a- 9Q FT GENERAL LIGHTING X 8 VA PER 9Q R 8421 2 20 AIH' "PI cE clwUIT AT 1500 YA EA 3000 LAUNDRY CRICUTf 1500 RANGE AT NA1@ PLATE RA G OR COOKTOP/OVEN 12000 WATER HBATEH 4500 1 DL4HWASHER 1200 1 ctOTHEB DRYER 5000 1 D18Po8AL 500 t MICROWAVE 1500 t REFRIGERATOR 1200 SlIBT'OTAL OF GmI L 1AA0 3 wu FIRST IO "A OF GENERAL IOAD AT 100X lwOO REMAINDER OF GENERAL LOAD AT 40R 23821 VA z .4 11528 TOTAL NET GENERAL IOAD 21526 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP z 240 VA- 8.5 TON COOLDIG SYSTEM ♦O AMP z 240 VA- Q500 NET GENERAL TOAD 2152Q NET TOTAL HVAC 9500 TOTAL LOAD wa. CALCULATED LOAD FOR SERVICE 91129 VA/240 V- ISO AMP 150 AMP SERVICE -WORST CASE SCENARIO - HIGHEST NVAC LOAD USRD FOR CALCULATIONS. - NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA ® 100%, REMAINDER 9 35% NET LOAD: 6,e4S VA RANGE: 12000 0 109- 8,400 VA DRYER: 5000 a 10% 3500 VA TOTAL 1504E VA NEUTRAL AAPACITY: 18,485 / 240 = 18 A •2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 2/0 CU, 1 -4 CU GND 2" CONDUIT OR PROVIDE 3 410 AL, 1 •4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION 200 AMP GENERAL NOTES: SERVICE @0/2 VOLT VOLT A. ELECTRICAL MATERIALS AND INSTALLATIONS DISCONNECT I PHH SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M O SWITCH AND ILO THE FBCR 5TH EDITION (2014), LOCAL CODES, AND ELECTRIC PANEL ALL LOCAL POWER COMPANY REQUIREMENTS. METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN 200A 2 3R ENCLOSURE UNLESS NOTED OTHERWISE.I MCB TELEPHONE CABLE SERVICE TELEVISION ENTRANCE SERVICE POWER COMPANY E(3UIPMENT ENTRANCE TRANSFORMER ECUIF'MENT INTERSYSTEM BONDING TERMINAL AT GRADE r TIONS PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE 1 •4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE -2/0 COPPER (Cu) IN 2" DIA SCHEDULE 80 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 -4/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS FBGR 5TH EDITION (2014) SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/6" DIA X 8 FT LONG COPPER COMPANY PRIOR TO BID, CLAD GROUND ROD GrDeu�n LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdeslgngroup.com Illb AA N: 00O 25 W h W 4 0 4 chi C1 Cw. O V J E SUBDIV. & M_ SILVERADO LOT 10 BLK 1 PROJECT# 04128,000-10001 HODEIa 4EJB "2807-ELLE" GARAGE BTrMG: RIGHT ' IRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA 5 20 PUMT DATM 10/21/16 SCAM: 1 /4"=1'- 0" SHEET 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP B E POLE 110V OUTLET nov OUTLET n ourLET umvED TO WWTON :::,QWl 110V OUTLET EO/1P®'IT CAUL 1ER lTPf1PER REST IffBIBTANT TYPE) 220V OUTLET (4) WT4E CONVECTION G�FI Ere OUTLET YnER01PtER FAULT SWITCH SWITCH 3-WAY OPER � ^�4 SWITCH 4-WAT OPER V WALL MNVTED LKlrt CEILING LiGNT r — --� r� f �— ( — — - - -� 'O\VP LPORPROOF LAUN I!I I ' _�- uuLL acoNCE �01 �i PRE -WIRED F'RE-WRED `'71 (T - PRE -WIRED 1 ` __ l CLG FAN VENT. FAN I CM PER 6[S IT, I yCLG FAN 1 I CFh PER BO. FT. iJLL V FIXttRCE L---_ - - - � —� ti _ BDRM.#4 roPEc•e teD er \ a FLU04�STENT 2 BDRM.#511. F a l l I 5 ------ --- a• RuoREecENr III 11 � I I F�\--\ I � ®/ I ---- __-- — -- — — — � 4'FLUORESCENT i C= PANEL i -- - --- ---- WALL I I PRE -WIRED -� --- )co ",\ ._� LIGHT MOUNTED 1 11 CLG FAN METER O SD. "T°wu�n. j U LIVINIGS // IN ATTIC i WALL MOWTED GATT-Bme_Ip '' / �/3 a` / / BDRM.#3 sue. enDKE DEtEcroR WLtlA�N� � / �� I � I ® 5)CA eNacE ce*' E oR Wtl_ wrED - -r IMM ccnao of � as c'TwEr''�i 1 AML—T TV OUTLET �R_ tELEPHONE JACK RED CLG ---- -� L. _� �. _---- -- -\.. TI .I.9 __ J L Y •i I -A R -ATER TO BE ELEVAtED a D18CONECT I !�� A) AIR C-0ND1Tt I � _- - i BAT 44O I DIBGCnNECT I - -J-- FL J' I \ Tv. reLEv161CW JAOG 9 h� \\ PRE -WIRED i_. S1111TC�il °� - li \ CLG FAN CEILN BOx REOU tltltl 11111 TO BE SUPPORTED IL 'BOX RE(il 1 t0 BE 9W°Pp¢TED W I I l �� III BDRM•#2 U • � MAra�D Aa eucN FOR FLOOD LKdVi aPr. BEasWtY KEYPAD PH. PUSH-BUTTON FOR GRIPER UBB PORT ZTEF LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRICTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. 6FI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT t0 BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVI510NS OF SECTION 1`115013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). �ON�ERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 I. I I I I I I I I I I I I j I I I I I I I I I I I I 1 L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I _ _ _ J SECOND FLOOR ELECTRICAL PLAN A R C R I T E C T E Design Gr�uIa LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abde-signgroup.com AA S: 0003325 y w 0 4 F O 3 H- r-SUBD31v. dt LOT. SILVERADO LOT 10 BLK 1 PROJECT* 04128.000-10001 1[ODEIs 4EJB "2807-ELLE" GARAGE B'WMG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH. EXP. B ARC*-MCT-. STATE OF R-ORIDA ,T 16 � J 10/21/16 SCALE: 1 /4"=1' - 0" BI3ffiET HVAC NOTES L ALL MECHANCAL EGLW"NT AM&L DE PROYCOV WITH PR PM CLIBAR.AhM AM SERVICLNO PER tift REO11Nerim . Z. ALLDUCT SYWTB b NWALLM N NON -CC DITkXM AIIM §EMLL DB C"TRIGTED CP A VAWt OF NO LEES THM R-6 RATNS. ALL 89" SHALL OE SEALED WITH W.ASS PAO 1 MLQSTIC. *0 WALLED AS FM POCK STH EDITICN 140M) M OCHAMICAL ELD& CODE SECTION SOS. & ALL RJEX DUCTS SMALL OE APPROVED UL 10 CLASS 1 AIR DUCT AS PER NPPA WA 2-.SJ 4. PREEN AIR INTAICWA bifiLLIM OE LOCATED CLOSER THAN 10 PT. RCM ANY CMr%W OR VENT OUTLET. OR SANTARY SEWER VENT CURET S. ALL 064ALW AND OUTSDE AIR WU DUCTS, MWAL ON CONSTRNGTED OF WIW N GALV. METAL OR 011-M MATEItlALS AS PER POCK STN EDITION (2014) MECN AMICAL. CODE SECTION SOS •. ENCLOSED SUPPORT PLAIPOWIS SMALL BE COMWVRJ TED N AC.CCIIDANOE TO POCK STM EDITION (1014) CODE SOSJ -L OATNRIOOMS CONTANNO OATHTUOS, SINOIERL SPAS AM WILAAR OATFMNb PLXTURES SHALL OE hECFYNICALLY VENTED N AGCOIIDANCE WITH POCK 01W EDITION (20M) TICNANCAL CODE SECTION 4CL A, ALL DWAUSTED OATH ROOMS, SNAIL NAYS UOQS-GUT OMM FOR MAKKAP AN TO OE RETUIMlD, TO INR UL Alt DONALWMP. S. ALL FM RATED CELNSS AND WALLS MA&LNAVE AN APPROVED FM ORFREAlMOKS DAI"PECS LOCATED AT CELNS OR WALL FID&M ATICN AND EEI SLEEVED WRN ACCESS DOORS TO RESET DN'IaER ALL DM'1'ERS SMALL OE NSTALLEp TO Ilft 11010CM"l1DATWNS AND POCK WN EDITION (2014) MECHANICAL CODE SECTION "M W L GIILLES AV orpA RB SMALL OE PICVDED WITH DALANCM DAMPERS. L ORYER OOOSTR! TO OE A PANTEC14 COP OCOSTEIt FAN C11 E(iLA1 FANTECM CW NO DRYER 000WINt CAPACITY 60 LNEAR FM WITH MAX. SIX ELOCIIEL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O CJ EXTERIOR WALL PLENUM T I y A — AIR RETURN SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES AIR HANDLER_'_ 1, EXTERIOR WALL it I 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY—r PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO '= PLATFORM II RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVE DRAIN,PER FBCR 5TH EDITION (2014)) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. — —� OR WALL i BRASS PLUS FITTING OR EXTENSION TO I I SOIL OR WASTE AS _ REQUIRED — WADE 0240-K JOSAM 56000 INSIDE ! i SERIES NICKEL BRASS TOP CAULK ) P.V.0 OPT]/SPEC SEE — SITE -PLAN FLOOR SLAB CLEAN —OUT (TYP.) LEGEND ® SUPPLY AIR DINNER RETURN AN 611N"L ® SDE-WALL OR I WAY DIPUSEt — SOLD LNE• SUPPLY TR INK OROI®N LNE• RETAIN TIRM 1 OALANCNO DAPPER OR OOD O CELIMS SDOWIST PAN QCELNE 061AUST PAN • LIGHT OJA OUTSIDE AIR m THEWI06TAT IM PA66-11-M AIR 00.1. SECURE STRAP TO GONG CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WE, ROLL STRAP OR EQUAL 4' CONCRETE SLAB (SECURE STRAP TO UNIT W/ (2) '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN GONO. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE COUNTERSUNK C.O. PLUS j—---`� SEE SPEC. — I—( ---------- I'- VXV CONC. FIN. GRADE L_ OR PAvING--.,- -T,----FITTING OR I I EXTENSION TO SOIL 1 OR WASTE AS I REQUIRED I i —�'�------ —�- SEE Ti 5TE PLAN OEXT. GROUND CLEAN —OUT (TYP.4 N S FIRST FLOOR MECHANICAL PLAN (3) 3ATH 'ENTS T.T.W. A R c H I T E c T 3 6 Design Grou .a 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 0 F a a 0 sumrv. a LOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEls 4EJB "2807—ELLE" GARAGE 8ri1ING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH. EXP. ARCHITECT. STATE OF FLONDA - 5 3:)ATE, 10/21/16 HCALE: 1 /4"=1' - O" SHEET HYAC NOTES L ALL MECJ LA►SCAL 10MM RW atl11LL Ol PROVIDED WITM PROPNt CLEARANCE, FOR SRRVK*W PER PI& P EGANIR lD is. 2. ALL DUCT 6YW" NSTALLlD N NOWCON OMONED AMM IH&L EE COIMTIV1=0 OF A VALUE OF NO LESS TFMI R-6 RAM& ALL SEAMS SMALL DE SEALED WIM GLASS FAD 4 MWM ANC NSTALLED AS PM FOCR DIN EDITION (20I4) . OLDG: CODE SECTION OM A ALL FLEX DUCTS SMALL OR APPROVED U. IM CLASS I AIR DUCT AD PER NWA 2" 2-3J 4. FJIRSNI AIR NTAICRS INA L� IM BE LOCATED CLOWt TMM W FT. FRO1"1 ANY CH11MY OR VEM OUTLET, OR SANRARY MM VENT OUTLET 0 ALL E)O~ AND OUr*= AN NLET DUCTS, A"L.OF CONNfPWW OF SMIOOTM GALY METAL OR OTMNR MATERLMA AS FM POOR STN 1=10114 (2014) PSLOLAN II. CODE SECTION &M •. IE CLOM SUFPOW FLATFOW S SMALL ER CONSTIO=0C, N AG 011111I TO FOCR STH EDITION (20I4) PECHANI CAUL CODE •OSJ 'L OAIN111110 "IS CONTANND DATRPJIW SMOII M, SPAS AND SMILAR DATHM FCKIUIES ON" WE MtGLYSCALLY VRNTND N ACOOPCONCE IRIM FOCR DIM EDITION (20 4) P'ECNAN C& CODE 81=ICN 40JL a ALL DbLAMW OATH Walk 61 144VE LMMOb-CUr DOOMS FOR MOM-W AIR TO OE RRTIIOED, TO EAW. AIR E°J111Ii IM. 'i ALL FM RATED C ELNds AND WALL O IL NAVE AN APPROVED PM OR FIIIE/S 4= DAMl�lRS LOCATED AT CKILNa OR WALL PNEIRATION AND ON SLEEVED SITM ACCESS DOORS TO PON. PAMPER ALL DAMPERS SHALL DE NSTALLIND TO MPG. IMOOMFGOATIQM AND FDCR DTH EDITION (WW PEaLeNSCAI. CODE SECTION &WL W GRILLES AND DENNNM SHALL DE PROVCED UTM DALANCNS DAMFEM IL DRV 0006TI9! TO OR A FANTIRCN DINE' DOOW Nt FAN OR EpLAL. FANTECM OW RO DRYER DOOWN! CAPACITY " LNNAR FONT UIM4 MAX. SIX BLOOM NNE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING r--;--1 010I- EXTERIOR WALL - PLENUM AIR RETURN AIR SUPPLY 11 i SUCTION AND LIQUID REFRIGERANT LINES i AIR HANDLER EXTERIOR WALL II 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY j! PVC SLEEVE TO LINES BELOW SLAB T I i REFRIGERANT LINES TO PLATFORM ! RETURN CONDENSING UNIT --_ --= TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. � OR WALL BRASS PLUG I __ —'---FITTING OR EXTENSION TO SOIL OR WASTE AS - - 1 REQUIRED WADE 8240-K JOSAM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK /I I P.V.0 OPTI/$PEG y 4---- --- -- INV_ SEE_ �- Q$ITE PLAN FLOOR SLAB CLEAN —OUT (TYPNT) LEGEND ® SINYLY AIR OPPANR RNTUW AN GR LL ® 6CE-u4L L OR 1 WAY DRUM SOLD LM- SUBTLY IPLbK MOM LN!• IE7Uid TRUNK 1 OALANGNGI DAMM OR Ow 0 CRLN6 NXWAL ST FAN CEL&A WKWALIST FAN A LMW O/A CUTSOR AR! m THOWIOSTAT m PASS-TiMAIRCi1tlLL SECURE STRAP TO GONG. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WI5 ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG * -� - �`� SEE SPEC. _ - r- - - - - - - - - - \`\\ L J� I'-8'XS' CONC. FIN. GRADE OR PAVING - J� l� FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED II I INV SEE --------SITE FLAN NEXT. GROUND CLEAN —OUT (TYP. N S I I OPT, 1 4' DRYER W V.T.R. I OPT. D! X 12' SUPPLY O UST RnRM_!!5 �T, ___ 12', I LAUN. 5 LL_JI N BDRM.#4 BDRM.#3 BDRM.#2 ----- W.LC I I I I I I � I I I I I j I I I I I I I I I I I I I I i L — — — — — — — ------------------------ ------------------- SECOND FLOOR MECHANICAL PLAN A R C H I T E C T S 6 Design Group"I�� 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde Igngroup.com AA R: 0003325 W x w z C y O F 4 F BUnDrv. Sc LOT. SILVERADO LOT 10 BLK 1 o OJ 00-l0001 MODIM 4EJB "2807- ELLE" GARAGE! 81WMG: RIGHT pA StCOND FLOOR MECHANICAL PLAN 150 MPH EXP. C ARCHITECT STATE OF FLORIDA 5 Tm I 10/21/16 BCALE: 1 /4"=1' — O" 8H&HiT 11 (u3 REEAR VERrICKLY W CRYC. _ PQR ULL DEE ENlRGT CODE PCRHD PQ[ eDILATKN R-vAlIEB TE%IIAED FwDH RAZE ro =ANc. W setae P.T. er. PLATE To aLb W _ •. m Y P 0-HIL PKN.T ETrtL@E Vaftll! DIRtlER ON %�*, - d' CRC. REM. W bkb' W.OMAO WM W L �' �. 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VaPOIt K OH ACTEp Icemx riY'� � d _ -- e VAPOR BARalR dY YELL-CQ'PACTED 0.EAN FlLL TERMTE TI@dTnWT WALL DE L 0 BORA CAFE :n T]J 3 REDAR CN CHAIRD LLlLL-COMPACRD L P0.L CEIMIR TREAtnEM &TALL DE ^U BCRA /JE D Iy� -4f]) 9 RLDNY CN CHAMPS k is >w> u TREATMENT SHALL BE DORA-CARE '.I- l��- /- =�� L E z DAIPRIER LLE4AN FILL TEI•MITE TREATI-IT AR'RI! WALL DE m pORA-CAVE p� OIE CHAfPER /� - w • "' ° JL�. w C M 4, Li' MN. DELOY GRADE > WCO L POL EtHtteNE VAPOI¢) 4 6YPItlER CN MILL-COI'1PALTED CLEtW 11 aL TERMTE TREATM ENT WALL DE 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING NFooEGPctm *==... GARAGE STEP—UP W/ BLOCK WALL 1 Pd'•• E• In'•1'_D• AT L.B.W. W UPLIFT 2 DDALE: In'•I'-D' AT LB.W. 2 SCALE: I/T.1'-0' AT L.B.W. W NO —UPLIFT 2 DCALE: I-T-ar DETAIL NON —BEARING 5 BC E: •. • DAL BDALE: 1'•I'-D' DlUD010' OL. MAX fu 9 FEDAR VERCICALLT W COND PIXIR CCLL 6 GARAfd RED T. WBL PET. BECIYff P.T BT. RATE To— W m In• ANCHOR —T W V WASHER I' EMBED MAV.. _ ° 3Y OC MAX. aN' 9 • " d' C9M:` REM. W 6ke' WAXLLIAm W W D V}' .HEAD CF GARKE P.T.VA eEaDi RATE TO 0Lb W ..-. ANCHOR 00.T W I' YMDHER T' w EnBED nw 93eft— ei� • d• LAND. R!M. W/ bSle' WAMUAO WYi 0 VS' .HEAD OF 6ARAC£ BEGYYE 'T.--- TO bLb W MAe=ReT NAIL • 3]' O MAX • •. d' ooN RIM. W eke' WAMDAD WIf1 e,� . I OF To W L w EMENDED 8Lb b• p� HEKAIt VAREB RECEDE RCIt 9lMICE Olt m s• CQIC.IPEM. W 6'M' WAb111A01W1'1 8 CMl L Q ap ry J £ V (]IIPD HEYHi VAREO W. ,�,� I/ m d' CONC. RM.W b'rb' WAXWAO tlWM _-._ #I M POLY ETHnENE VAPOR al b- DARIPIER ON YELL-!AITACTED CL@AN 9 -4 4 iILL TERMTE TRiATI-ENT WLLL DE DOAA.CAi£ 'YI _ QY b-ML POLY E1HnENE VAPGR E DARDER CN YELL-CCHPACTED 0.EAN S- SY FILL 1£RMITE TQ@ATFEM WALL BE ;,� O 6I .t' 4 DORA-CAIb -_ ON e-ML PGF.Y ETHYLENE VAPOR N FILL T RY TfIlL At -ALL 0.EAN FILL TERMITE TREATIffNT BNALL DE ,M I • 4' BORA-CAI ` - yI 9 • A __ d' CONC. REM. W e'.e' WAXIIYb WIN QM b-MIL POLY ETHYLEPE VAPOR 2 tt DARDER ON LLELL-CQIPACIED 0.EAN 1 ILL TERnIT! 1REATM9R WALL _ • • QI b-nIL PGLY ETHnER: VAPOR DARDER OM YELL-CGTPAOTED 0.EAN -• - ° L TERMITE TREATMENT WALL DE DORA-CARE D -_ W e-ML Po Y EtHYLEtE VAPOR DARER CN YELL-OCNPACTED CLEAN -- - FILL TEKTITE 1REATMEM SHALL EE - _ DORA-CALF! E �'- I])91SBARMCWIRO - -�` l3J 9 REDAR QY CHAIRD �'- -q--k ra) 3 REDAR W CHAIRS n � �,k �-:k=.� DORA-CARE f]J 5 FEDAR =N CNNItD m O q f]) 3 R:HAR ON CHURB m U �0�---* f3)9 R:BAIt Q.I CHAMtD GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 1—STORY L.B.W. GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 2—STORY L. B.W. 6 B W NO UPLIF W/ NO UPLIFT SERVICE DOOR Off` AT GARAGE 8 _ 1 v �x€TT�r �/ V =y SCALE: 1/1'.I'-0' SCALE: 1/I'.I'-0• V v SCALE: IR'•I'-0' cAL , ru3 REDAR KRTK�Y.LLY W CCNC. POUR CELL fU 9 REDAR VCRIKALLY W _ _ ORD HEIGHT VARED DEE FIERGY COO! PJ' R'D FOR AT- W&1LR-VALUES I - REM. W b'Y' WAXW.40 W J 1OVV W GN b-ML POLT ETHYLENE f. tt APCR BARER LN 0 TERMTE YELL-1 TV 1REIE TED CLEW! FILL m � AIPENT WALL @ ' fECEDD KR - BGD. tRAIX D• � n a tEXCURED P W W � L j i @ GT. LLt. �. m UO � �uKCOD DAlE '- DQFA-CAR: rc GRADE I PNIW fLCVOR uy RECEDE IY..It - � �- • .e• I3J31EDAR CN GNAIRD e •• - /� .• .•i DdIOtlER CN HELL TMCA=TCD EAN 4 9 P-AR CH CNAI1b � - ^ . ,• e ] e T, TH d.MLPKJLftEr riENE VAPOR EARLIER QI YELL-Cg9PADTED CLEAN FILL TERMITE {-- TI�ATMENT WALL DORA-CARE fu3REDAR ApQD _ �II 3* ru3-C=NT C- D �' °� �I tee.' _ 9 A'CPK.IFEM.Wekb'W/MIM®WUM CN eHMY. P0.T L YLENE�VTF Olt Lkk- PIDLrL�TER9T! TREATMEM WALL BEES '* j R " 1 SP I,1 f3J 9 M— ON -AM �\��\/\� ° .• �\//�j , -- 2—STORY FOOTING m,; 2—STORY FOOTING �n1 AT GARAGE 9 CONCRETE PAD SLAB AT S.G.D. GARAGE DOOR FOOTING 12 SHOWER RECESS FOOTER 13 W BLOCK WALL SCALE: I/1'•I'-0'I'-m 10 DcaLe: r.r-m. 11 ecALe. In•H•-e• DCALE: P•P_•' $GALE: 12'.I'-0' - 1 1 AND REAL -I —IL - I-- -- --T IfKMED DGFD DEAM _�lJYI.K TIE VERTICAL (CEDAR 1 �' PVc DLElVE POR WB LbE REDAR W br TIE vERfICAL REBAR TREBAR ID' HGYJK 1^OII/GD LNtlL CONT. fMJ D' CnU ELL IT— PILLED C '�I W DRrEWLL ° . Y ° DEdM ARIED PER ELEv. -� C W - 1 VARED FER ELEV. J� (dJ1SM' AHeInIe mLTD e ru)j•M• J-D0.T0 MN. D' EMEEDFBNT W 2'%]'XI.D' Yb1WER AND NR DPACED EVlNLY Rbt .. ;• •• ^ �- °'-�-. -_.. e TI ..-r }1 _ __ t ouTED ena Dl.w _ - �.-. BOOR TO DOPD BEtlt DET PRIOR TO FELYVG (SLEEVED ANClIOR N e0.1D PGIAe ACCEPTADLE RE_ll }Y�L fi) 3 RFE4AR d CIIAYYB a-DTCR 1313 RED4R QY CHAIRS-�- �J- I IILjr'�'l _ __ - — n NOT USED 1`t EXT./INT. FRAME WALL TO BLOCK WALL CONNECTION 15 16 GAS LINE THRU BLOCK 11• SRCDAe KR9CALLT W CCNC PDLR CELL _ _ _ , y _T r 1 DCALE: In'•I'-0' 8E@ EPlliti'T CODE FORMS POR -1.-- _-�-. ---r._ _ T NNLATION R-VALUlD CMS - 1 Y FOR w1PECTk>N �D I�I e. -L 1_ -.� POR INBPECTIONYYED In'GTr. YIL EID Ili �_. )ry •I• i i•. i 0 0,1 sQ-IM' i F-Y eT Y EI•E VAPOR ' T- RL�tER•YT! TFEATMEM WALL DEEpJ e 0 BORA-CARE i --A ®• fN 0.R- ° TIE vERTCAL R!DAR TO HOIDZONTAL T • J°0'-0' FYL RR - TIEYVIRTICAL RiBAR TO NORI]ONTAL flJ 9 REBAR DET N BNPDCN HAi.I 9TREIGTN EP7M i' EFBED. CNi £ '�--- .I I n f3) 9 REDAR . a BTTOR " I J (U 3 VERT. LKJIEL LAPPED W D?YJ DEM'1 Y---}-/-{ z ✓ i 1r e' PVC LNADE THRI PLOTYYG mi ° IIDM W b' FKVIC _ IffBAR W 10' !IODIC .___. _ _DNE REDAR Tom � ��• �-P.° �-, rYalwa ru 3 REeaR AT W N' LAP Mw £ 4' LCNC, IYlM. W b'W" WAMRAO l { rAP� BARIDER ON ETHnENEL W=LL-caMPacieDCLEANFlLL -' . DTORY m$=,�* nJ3REDaRa+a+ARe HORIZONTAL/VERTICAL TERMITE TRlAIMENi WALL BE BDRA-=ARE nN AP - .q._ (3) s FIY f3,3ReBARDNDHAIRe HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH %E1 REINFORCING F BEARING CHANGE 1—STORY FOOTING U �� OMITTED DOWELS '� A J��ie�ImT� REBAR LAP AT FOOTING B xaLE:lnkr-o• rt_,�AT LINTEL CORNERS (l. r—�L�I�i:l=�— %r��W/ BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 �A R C H IT E C T 3 Design Grou IT,D. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abde igngmp.com AN #-. 0003325 A h W O U W y. O 4 W A A IR 4 >9MMEV. 89 LAOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 u0pli a 4EJB "2807—ELLS" GARAGE SVING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA 2 DA'MI 10/2 /16 8CALE: 1 /4"=1' - O" sk=T DI ♦ 0 C N If F C T A SECURE 2x6 MIN. TO BLK W/ (2)Y)' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. ��w6Hw��[rll SECURE 2x4 C FLAT TO BLK W/ CUT NAILS. SIDES: J 2X6 GARAGE DOOR BUCK W/ (3) )9X8' J-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XI, WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK + CENTER OF DOOR HEADER WMAVX8' J-BOLTS 4' EMBEDMENT W/ 2'M'JdL' WASHER AND NUT ai [el GARAGE DOOR %1 BUCK ATTACHMENT SCALE: I--I'-0' 2X4X4' SECURE TO TRU59 W/ 3-12d 6'-5' Of MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 SECURE TO BLK W/ META-16 2X4 SECURED TO GABLE END W/(2N2d+EA. UPRIGHT 2X4 SECURED TO 24 BLOCKING EA RAFTER L-30 EA. RAFTER H25 EA. RAFTER 2x4 RAFTER + 24' O.C. 4 FRAMED OVERHANG NTS. r—j\ STICK BUILT WALL DETAIL 1 N.TS. k_ l _._. LL__ _-- PRE-ENG TRUSSES W/ TRUSS mimic,",.��■�� - III■ �l llli%A/n i�/gas COIMIN � p N/ I '�4• , 11 CONNECTOR VERIFY W/ FRAMING PLAN DOABLE TOP PLATE r CRIPPLE STUDS ® I6' O.C. SIMP'SON LOTA-12 + EA. JACK STUD, BOTN SIDES OF OPENING. 2x STUDS + 16' OG. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE — KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) — JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) — JACK STUD ASSEMBLY TO BE SECURED ONE PLY + A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 8 NO MORE THAN 12' O.C. STAGGERED SP4 OR 145 + TOP AND BOTTOM PLATES + EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. L SHEATHING TO LAP TO TOP I I IOF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4• MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR. LINE. cJ OPENING WD FRAMED W FLOOR TRUSS SCALE: I/!' • I'-0' FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/16' OSB. OR V2' CDX FLY WITH'S RING SHAW GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'S RING SWANK GUN NAILS AT 6' O.C. AT INTERMEDIATE 5UPPORT5. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE '8 GUN NAILS + 4' O.C. EXTERIOR SHEATHING USE ,/16' OSB. OR 1/2' PLY WITH 'S RING SWANK OUR NAILS AT 6' O.C. AT PANEL SIDES AND % RING SHANK GUN NAILS 4' O.C. TOP / BOTTOM PANEL AND '8 RING SHANK CAN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE bT ad ROWDJ'10DIFIE 2 3/8' .113 1T0.000 TOP CORD BLOCKING AT 4' OR T OZ. MAX. IN FIRST 2 FRAMING NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. DIAMETER 0113 INCH NOMINAL SHANK T T 3. 16 TO 20 RINGS PER INCH 4. 0200 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH ROOF SPEATNINGz LAYOUT AND ENDWALL BRACING 2'-0" XTENSION b0 OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING: 7 SCALE: 1/1'.I'-0' SPACES AT EACH END. RAFTER EA TRUSS ROOF SHEATHINGr- ?1 I WTI T T I BUILDING LENGTH SPS + EA. STUD TOP A BOTTOM PRE-ENG TRU55ES W/TRUSS CONNECTOR UP TO'IA00 UPLIFT DOUBLE TOP PLATE SIMPSON META-24 + EA. JACK 2.8 STUDS a 16' O.C. MAX W/ SHEATHING, SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS + EA. SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY + A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED WINDOW SILL W/CRIPPLES 16' O.C. I' H DIA ANCHOR BOLT AT I6' O.C. MAX WITH ,' EMBEDMENT AND 2' DIA. WASHER SIMPSCN MSTAM-24 + EA. JACK, SECURED WR3)Y' X 1 3/4' TAP'CONS TO CMU W/MIN. 2' COVER 1 2' APART 2XS P.T. BOTTOM PLATE WINDOW OPENING ® 2—STORY WALL iOP : OnOM EWER _� I I TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (056 TO BE STRUCTURAL GRADE) NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL GRADE) CONNECTORS PROM STUD TO PLATE ARE NOT REQUIRED EXCEPT + OPENINGS TRUSS ,/16, C 2X4 — BTM. PLATE TRUSS FAI �'S RING SHANC GUN NAILS + 6' O.C. IN FIELD MAX. 2X4 DEL. TOP PLATE 2X4 STUD 16' O.C. ,/16, OSB. la' AB. W/ MIN. , EMBEDMENT LOCATE 6'-b' FROM ENDS AND 32' C. MAX TEXTURED FINISH META-16 8• CMEU WALL RED KNEE WALL DETAIL 2 TO BLOCK SCALE: 1/2' • 1'-0- SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE J, .TgL (MIN EMBED. I #') WITHIN S' OF EACH o`d END AND 18' OG. MAX �'- SPACING. O.S.B. SHEATHING OR '� I' CDX PLYWOOD I � _ 2.4 BLOCKS 1 CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: V2'•I'-0' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 18 2' DECK bCFEWS + 6'-8' O.G. MAX a EDGES 1 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TKe 5UB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-ENG. TRUSS DBL. 2X TOP PLATE l/Ui' OSB. 2X BLOCKING + v TOP OF l/16, OSB. :A 2X STUDS I6' OC- MAX. 2X BTM. PLATE eI 3/4' FLOOR DECKING i PRE- ENGINEERED m FLOOR TRUSS ^\ 2X4 s TOP BOTTOM CONT. - HETA-16 BLK WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK TO OSB. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN OF 16'FROM SHEET BELOW 05 INSTALL ALL SHEETS WRACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING 9 SCALE: I/2'•1'-0' 6 Design Group".n�. it N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngrouP.e m AA #: 0003325 E y a 0 h 2 4 K c. y W O F O E. +Z. F LOTDO # 04128.000-10001 MODEL 4EJB "2807- ELLE" GARAGE 8WDgG: RIGHT PAGE: MISC. DETAILS 50 MPH EXP. B ARCHITECT -- STATE OF FLORIDA rDP 10/21/16 $CALL': 1 /4" =1' — 0" SHEET FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR R905.21 ON 11' O.S.B. SHEATHING OR 21 CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCT iEE ENERGY CODE FORMS OR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIG TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL 'EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONIC, POURED CELL lx2 P.T. FURRING STRIPS a 16. O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I' -O' 1/16, O.S.B. OR J' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALV'D MTL. LATH 1/0' TEXTURED FINISH o WOOD la, TO %' MID WALL WEEP SCREED Z fL E Q -8' CMU -5/8' TEXTURED FINISH 6 MASONRY WEEP SCREED DETAIL Cap WOOD TO 2 LOCK CONNECTION SCALE: 1 1/2'= I'-0' s' CMU N DRYWALL FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR RS052.7 ON 16' O.S.B. SHEATHING OR " CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBAGK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) I6 O.S.B. SHEATHING OR �' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 -1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' 5R4 IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m" W/ (2) 12d's m EACH TRUSS TTP. TO BE INSTALLED o MID. o.H. - POINT OF TRUSS SPAN, OR III __ _ _ _ __ - F 10'-0' O.C. MAX. SECURE GABLE TO 2x6 P.T. _J PLATE W/ 12d's 8' O.G. MAX SECURE 2x6 PT. PLATE TO BLK W/ }'x-J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY I - EMBED. MIN. s 32. OC MAX. V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY < L ,r z �U O I'X4' OR I'X2' P.T. NAILER P.T. OR MIN. SECURE TWI THRU FRAME 4 4 EXTEND IC.' INTO BLOCK W/ V TAPCON9 OR DRIVE PM (MIN. SHANK SIZE 1450 MIN. HEAD 912E 300 ❑ MIN. EMBEDMENT I-V WITHIN 8' OF EACH END 4 18' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +3/4 OR +5/4 UA WINDOW TO BLOCK +3 4 OR +5 4 SCALE: 1'.I'•0' 2X4: CM SECURE TO BLOCK W/ TAPCONS OR DRIVE PM (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHN 8' OF EACH END 4 18' OC. MAX SPACIW' 2X6: CEM SECURE TO BLOCK W-4.(.' OR DRIVE PM (MIN. SWANK Zrl48 MIN H0 HEAD SIZE 30 LiTgPCAN9 MIN. EMBEDMENT I)") WITHIN S'OF EACH END 4 V CO. MAX SPACING. e' cm 2X9: C� Y' DRYWALL TO BLOCK W/2-',)(.' TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8' OF EACH Elm 4 IS, CO. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: I'.1'-0' 1—STORY GABLE BLOCK WALL 1 SCALE: 3/4'=1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CL5. BOARD GONG. FILLED LINTEL BLK l (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) M5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P-T. FURRING STRIPS eT Io' O.C. 8' CMU 1/2' GYP. WL. BD WOOD BASE FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER *30 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT "0521 ON �,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER PRE-ENG GABLE TRUSS FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 126's a EACH TRUSS 2x4 OR 2x6 SUB -BAND a' TO BE INSTALLED s MID. POINT OF PER ELEVATIONS TYP, TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT _°_H - SEE ENERGY CODE FORMS STIFFBACK AT ALL FOR INSULATION R-VALUES UPRIGHTS OVER 4'-10' E' GYPSUM BOARD OR 2 HIGH (SEE SEALED ENG. HIGH STRENGTH CLG. FOR SIZE 4 CONDITION.) BOARD r O.S.B. SHEATHING OR }' r 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 9 24' O.G. a INTERIOR ON SHEET D5 KNEE WALL -1/8' THICK, 3 COAT CONIC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) 05 REBAR VERTICALLY (SEE DETAIL 2) W/ GONG, POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' O.G. MAX o 16' O.G. SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY -1' 1 WOOD BASE EMBED. MIN. 6 32' Or —MAX. %' THICK, 3 COAT PORTLAND CEMENT % I! PLASTER APPLIED 11 DIRECTLY TO MASONRY I m0 1—STORY GABLE W/ VAULT CLG. UBLOCK WALL SCALE: 3/4'=1'-O' NOTE: PER FBCR 905.2.E - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48615 TYPE Iv, OR ASTM D 615'1 2X4: ® 2X4: CM 2X4: CM SECURE TO BLOCK W/ j6- SECURE TO BLOOD W/ W.' SECURE TO BLOCK WN4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE 345 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 309 MIN EMBEDMENT I W) MIN. EMBEDMENT I Y') MIN. EMBEDMENT I ") WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH Elm 4 WITHIN OF EACH END 18' D.C. . MAX SPACING,18' OGSPACING:. . MAX SPAC. 0,8' 18'-OL. MAX SPACING. 2X6: ® SECURE TO BLOCK W/2-%' TAPCONS OR DRIVE PM NOTE: STRUCTURAL 2X MUST BE CJ OUTSIDE 4 SECURED 2X6: ® SECURE TO BLOCK. l-%• TAPCONS OR DRIVE PIN ❑ NOTE: STRUCTURAL 2X MUST 2X6: CEM SECURE TOR DRIVE TAPGON9 OR DRIVE PIN (MIN. SHANK SIZE .MS THROIX=H NON-STRUCTURAL (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 jW TAPCON MIN. 1-)'4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 MR EMBEDMENT I Y') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 )'W) %' TAPCCN MIN I-Y' MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 4 8, Gf1ll WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN e' OF EACH END 4 b' OL. MAX SPACING. )5' DRl'11A4LL 18' OL, MAX SPACING. 8, CI`AJ 18' OC. MAX SPACING. 2X6: ® I'X4' OR I'X2' P.T. NAILER 2X8: ® DRYWALL 15' DRYWALL 2XS: csm SECURE TO BLOCK W12-j(.' TAPCONS OR DRIVE PIN %,' 03B. X 4' MIN. SECURE TO BLOCK W/2-3,(.' TAPCONS OR DRIVE PIN I'X4* OR P.T. NAILER BECURE TO BLOCK WA-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 DOOR CASING (MIN. SHANK SIZE 145 DOOR CASING (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MM. HEAD SIZE 300 DOOR JAMBS OR WINDOW MIN. HEAD SIZE 300 EMBEDMENT ATTACH TO 2X PER EMBEDMENT ATTACH TO 2X PER EMBEDMENT WITHIN S' OF HYEND 4 IS' OL. MAX SPACING, MANUFACTURES DETAILS. WITHIN OF H END 4 18' DO. MAX SPACING. MANUFACTURES DETAILS. WIIN. THIN S' OF EACH END 4 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE: 2X4: CEO SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN SHANK SI2E .145 MIN. HEAD SIZE '" MIN. EMBEDMENT I Y') WITHIN 8- OF EACH END 4 IS, OL,MAX SPgCMG. 2X6: CEM SECURE TO BLOCK W/2-%. NOTE: STRUCTURAL 2X MIST TAPCONS OR DRIVE PIN ❑ BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 9(c' TAPCON MR I-Y' MIN. EMBEDMENT I Y.') EMBEDMENT INTO BLOCK WITHIN S' OF EACH END 4 S' CM'Xl IS' OL. MAX SPACING: i5' DRYWALL 2X8 ® SECURE TO BLOCK W!J-%' I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN I' P.T. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 Z. OC. MAX SPACING. MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +2 1/4" �r\1 WINDOW TO BLOCK +2 1/4" JJ SCALE: NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E I SCALE: I'•I'-0' 2X4: CM SECURE TO BLOCK W/.' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I W) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X MUST 18' OC. MAX SPACING. BE ON OUTSIDE 4 SECURED THRDUGH NON-STRUCTURAL 2X6: CED ir' TAPCCN MIN. 1-Y.' SECURE TO BLOCK W/2-' EMBEDMENT INTO SOCK TAPCONB OR DRIVE PM�(. (MIN. SHAW, SIZE .145 8' CMU MIN. HEAD SIZE 300 X/' DRYWALL MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' OC. MAX SPACING. 2NO 2X SECURE TO 2XB: ® STRUCTURAL MEMBER W/(2)12d SECURE TO 151.0 X W/2 %' WITHIN S' OF EACH END 4 6' TAPCONS OR DRIVE PIN TO w OL. MAX (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y.') ATTACH TO 2X PER WITHIN S' OF EACH END 4 B' OZ. MAX SPACING. MANJFACNRfB DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T SCALE: I'.I'-0' NOTE: STRUCTURAL 2X MIST BE ON OUTSIDE 4 SECURED THROUGH NON-STFLICTURAL Y.' TAPCON MIN. I-V EMBEDMENT INTO BLOCK a' CMU W DRYWALL I'X4' OR I'X2' P.T. NAILER 76' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3-7/16" %1 WINDOW TO BLOCK +3-7/16" 2X4: CM SECURE TO BLOCK Wb4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J46 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 B' OL. MAX SPACING. 2X6: CEO SECURE TO BLOCK Wn-114' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2x MUST (MIN. SHANK SIZEJ45 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I16) 4i6' TAPCON MIN I-Y' WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK 18' OL. MAX SPACING. 8' OMU 2X8: ® 1S' DRYWALL SECURE TO BLOCK WA-1/4• TAPCONS OR DRIVE PIN I-X4' OR I'X2' PT. NAILER (MIN. SHANK SIZE 345 1' P.T. X 4' MR MR HEAD 817E 300 DOOR CASING MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW IS'OC. MAX SPACING, ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" u1 WINDOW TO BLOCK +3 3/4" � SCALE: O P Y 4 T C 4. T a Design Grou L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 w m w U m 2 0 0 INy sxnmxv. ad LOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 I[ODELa 4EJB "2807— ELLE" GAP -AGE B'WUNG: RIGHT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHMECT: STATE OF FLORIDA D TM 10/21/16 SCALE: 1 /4"= l' - O" SHEET D3 FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR RS052.1 ON I,' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER _ FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING: SEE HEADER SPAN CHART FOR DETAILS 0.6.5. SHEATHING: OR j' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/6' 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) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 9 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/1)3) _ EMBED. STRAP VERIFY W/TRUSS PLAN 5/a' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND rj_-�FLOOR FRAME iEE ENERGY CODE FORMS :OR INSULATION R-vALUES s' GYPSUM BOARD OR }' 4IGH STRENGTH CLG. 30ARD TWIST STRAP VERIFY W/ TRUSS PLAN UNDOW ATTACHMENT AS 'ER MANUFACTURES SPECIFICATIONS UNDOW SILL ?x STUDS ® I6' O.C. MAX W/ NSUL., SEE ENERGY CODE :ORMS FOR INSULATION e-vALUES " T 4 G SUBFLOOR GLUED 4ND SCREWED AS PER :ASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 9' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 5 REBAR CONTINUOUS SEE ENERGY CODE FORMS =OR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 5 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON J' O.S.B. SHEATHING OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL, DRIP EDGE 2x4 OR 2x/o SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ txb' THRU-BOLTS 6 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 @ 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS I6 O.S.B. SHEATHING OR �' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 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) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN 5/9 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 ri SCALE: 3/4'=I'-0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's s EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS a 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG, SPECS.) l 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U 5 REBAR CONTINUOUS PRECAST LINTEL Lf WINDOW ATTACHMENT AS �\F PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 6 16' O.C. i 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER #30 FELT PAPER INSTALLED PER FBCR R905.2:1 ON J' O.S.B. SHEATHING OR 2 CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT CONNECTOR 2x8 SYP •2 DBL TOP PLATE WALL SHEATHING 2x8 SYP '2 WOOD STUDS AT 12' O.G. MAX SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j' GYPSUM BOARD OR 2' HIGH STRENGTH CLG. BOARD SIMPSON SP2 o EA. 2X8 STUD j' DRY WALL }' DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA_ WASHER SIMP50N SPI o EA. 2X8 STUD 2x8 P.T. 5YP "2 SOLE PLATE (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I PRECAST SILL 5 REBAR s 16' O.C. MAX, IN CONCRETE POURED CELL, Ix2 P.T. FURRING STRIPS VERIFY PER 16' O.G. PLAN. 8' CMU SEE ENERGY 1/2' GYP. WL. BD. CODE FORMS (U 04 CONTINUOUS REBAR FOR WOOD BASE INSULATION R-VALUES Z u 04 REBAR 40' LONG } Q W/6' HOOK 9 24' O.C., Q W 0 MIN. 24' IN SLAB 2'-0" (MIN. f� 1 IN SLAB) zi I'f WALL SECTION f a WOOD FRAME TO; 6"6° 6" r, 1B LOCK WALL ° -_ 2 m 4' CONC., REINF. W/ 6'x6' WIAXWI.40 WWI`l ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) 5 REBAR ON CHAIRS 2x STUDS 9 16' O.C. MAX W/ I6 O.S.B. SHEATHING OR }' CDX 2x STUDS o 16' O.C. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER IN5UL„ SEE ENERGY CODE PER FBCR 9052.7 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-vALUES D5 R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF ' T 4 G S GLUED 1/8' THICK, 3 COAT PORTLAND�k GLUED A' T 4 G SEWED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS AND SCREWED AS PER SCREWED CEMENT PLASTER OVER V r AS AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTENER SCHEDULE EXPANDED GALV'D METAL LATH FASTENER SCHEDULE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 ON FORTIFIBER JUMBOTEX GRADE 'D" PAPER OVER TYVEK 3/4' T 4 G SUBFLOOR GLUED BUILDING WRAP (REFER TO AND SCREWED AS PER STUCCO SPECS FOR COMPLETE FASTENER SCHEDULE ON INFORMATION) SHEET 02 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 PRE-ENG FLOOR TRUSS SUPPORTS BT PLATE L 2ND FLR, BT. 2x4 IS FOR WALL PRE-ENG FLOOR TRUSS FASTEN 2X4 RIBBON (P.T, a CMU) W/ (3) 12d NAILS m n� SIMPSON HETA-16 EMBED. SHEATHING NAILER) l' GYPSUM BOARD OR RUSS Jv STRAP o 32' O.G. MAX VERIFY WEEP SCREED (SEE DETAIL 2/D3) HIGH STRENGTH CLG. PRE-ENG FLOOR TRUSS W/ TRUSS PLAN EMBED. STRAP VERIFY BOARD (INSTALL PER MFG. SPECS.) J'GYPSUM BOARD OR �' W/ TRUSS PLAN CONC. FILLED LINTEL BLK W/ HIGH STRENGTH CLG. BOARD — 5/a' THICK, 3 COAT PORTLAND — (1) 5 REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ CEMENT PLASTER APPLIED (1) 5 REBAR CONTINUOUS DIRECTLY TO MASONRY RIBBON FLOOR CONNECTION AT PARALLEL/ 2 PERPENDICULAR PRE-ENG FLOOR TRUSS @,FaASTENINGDETAIL SCALE: 3/4'=I'-0' E: 3/4' = I'-0' A R C H I T E C T S Deign Grous.2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abde lgngmupxom AA #: 0003328 Z4 x o: 0 h 0 E2 0 0 8i78DIV de LOT•. SILVERADO LOT 10 BLK 1 PROJECT* 04128.000-10001 MODEL& 4EJB "2807-ELLE" GARAGE 8MITTG: RIGHT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA D 10/21, 8CALL': 1 /4"= l' — 0" BHEET ID 4 FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR R905.2.1 ON ib' O.S.B. SHEATHINGS OR 2 CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 116 O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. l/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT, m TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED — (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 SCALE: 3/4'=1'-0' EE ENERGY CODE FORMS OR INSULATION R-vALUES GYPSUM BOARD OR }' IIGH STRENGTH CLG. iOARD WIST STRAP VERIFY W/ RUBS PLAN IINDOW ATTACHMENT AS 'ER MANUFACTURES ,PEC IF I GAT IONS UNDOW SILL ?x STUDS o 16' O.G. MAX W/ NSUL., SEE ENERGY CODE 'OR'1S FOR INSULATION ;Z-VALUES I' T a G 5UBFLOOR GLUED 4ND SCREWED AS PER =ASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS., J' GYPSUM BOARD OR 2' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS =OR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES .SPECIFICATIONS PRECAST SILL (1)05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS g 16, O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE OVER #30 FELT PAPER INSTALLED PER FBCR R905.2.1 ON 6 O.S.B. SHEATHING: OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE < CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'xb' THRU-BOLTS a 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS i6 O.S.B. SHEATHING OR %' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 9 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN s/e THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1 A FLOO R FRAME SCALE: 3/4'=1'-O' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's ID EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS o 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ CU 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) *5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 9 I6' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON 6' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,000" UPLIFT CONNECTOR 2x8 SYP "2 DBL TOP PLATE WALL SHEATHING 2x8 SYP "2 WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP 02 SOLE PLATE 05 REBAR 6 Iro O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z F Q ! Q F lY N co 0 WALL LI. SECTION - WOOD FRAME TO l- LOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON 6112 ® EA. 2X8 STUD J' DRY WALL I' DIA ANCHOR BOLT AT 16' O.C. MAX WITH I - EMBEDMENT AND 2' DIA. WASHER SIMPSON Sill 6 EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) S REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS s 16' O.C. 8' CMU 112' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK 0 24' O.G., MIN. 24' IN SLAB 2'-0" (MIN. �f 4' CONC., REINF. W/ 6'x6" WIAXWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE 6" 6_ 6 � BORA-CARE ol — (3) "5 REBAR ON CHAIRS A N C N I T E C T S 6 Design Grou i�c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M. 0003325 J ti 2 w 0 F a 4 0 V SILVERADO LOT 10 BLK 1 P1 os=" 04128.000-10001 MODEIs 4EJB "2807- ELLE" GAPtAGE NVMG: RIGHT PAGE: MONOLITHIC 2-STORY 1-HR WALL SECTIONS & NOTES 150 MPH EXP. B ARCHffECT: STATE OF FLOW TX 5 m 10/21/16 BC.%"- 1/4"=1'-0" B*zmw D4. 1 PRECAST WEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PM (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS- z� -- OC. MAX. MIN I-1/4' EMBEDMENUT?w 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2z OR DRIVE PIN (MIN SHANK SIZE.145 w' -- MIN HEAD SIZE 300' MIN EMBEDMENT 1 1/4') S' FROM EACH END AND 10' OC. MAX MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE 300 2X4 SOLIi MIN EMBEDMENT 1 1/4') SECURE T S.FROM EACH END AND IS' MIN. 2.12d PER BLK EA END OC. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 12'•I'-0' DEL. TOP PLATE 2X4 I6' OC MAX. SECURE 2X4 W/ 2-)W TAPCONS OR DRIVE PH (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I W/IN H' EA. END NOT TO ARCHWAY EXCEED U3' O.G. MAX 2X4 SOLID BT. PLATE BLOCKING SECURE 12, PLYWOOD. TO SHEATHING WITH OR 1/16' OBB. MIN. 2-12d PER BLK EA. END 3 EXTERIOR ARCHWAY SCALE: IR' • I'-0' Q 14b O.S.B. OR Y2' PLYWOOD SHEATHING Q2. '30 BLDG. FELT Q3 24WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DISIO, 36- WIDE AND AND MUST BE A MIN 24- WIDE METAL. O5 FIBERGLASS SHINGLES TR 58 12' CLG. BOARD 4 TEM. 9U'TPSOd SP4 2X4 DBL. TOP PLATE • EVERY 12' DRYWALL OTHER STUD 2X4 WOOD STUDS e16, OC, UNA. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL -2X4 PT. PLATE SIMPSON 5P4 a 32, OC, MAX 12'XS' AS. 32' OC. -1- EMBEDMENT coNc. SLAG 2 5'n CONT. 1—STORY DINT. BEARING WALL 6 9CALE: I2'•I'-0' NOTE: FOR WALLS WNO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16- OC. MAX SECURE 2X4 W/ 2-34' TAPCONS OR DRIVE PM (MIN. SWANK SIZE .145 MIN HEAD SRE 300 MIN. EMBEDMENT I W W/IN 8' EA. END NOT TO EXCEED Is* OC. MAX 2X4 SOLI BLOCKING 6ECl1RE TO SHEATHING WITH MIN. 2-12d PER BLK EA. ENV PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE _3 MIN EMBEDMENT i IFI e' FROM EACH END AND IS' OC. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON R ODRIVE PIN (MIN eHANK SIZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') FROME 8' FROACH END AND 1V rL OC. MAX MIN 1-1/4' EMBEDMENT 2 X 8 MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 1/16' OSB SHEATWIN MIN EMBEDMENT 1 1/4') 2X4 16' O.C. MAX 8' FROM EACH END AND 16' (WHEN OVER IS' IN HE644TJ OC. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 242d PER BLK EA. END ARCHWAY DETAIL 4 16 AND UP SCALE: I2' • ' ()CLOSED VALLEY FLASHING DETAIL `J TUTS. SIMPSON SP4 a EVERY OTHER STUD DOUBLE TOP PLATE 2x4 CONTHMS STRESS BLOCKING MID WALL 2x4 STUDS a 16' OC, MAX, UAN. J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE BT FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 s 32' OC. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS a Ib' OC. MAX, UAN. 12' GYP. WL. ED. SECURE BT. PLATE TO SLAB W/ I'xS' ANCHOR BOLT W/ 2- WASHER SET IN S"_014 HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 • 32- O.C. MAX 7 INT. 2—STORY L.B.W. SCALE: 1/2 •1'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS I}' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d'n EACH END 2x DOUBLE TOP PLATE STUDS • I6' O.C. MTS-12 a EVER STUD 2X4 BT. PLATE DORMER 8 ATTACHMENT SCALE: 12'•1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W2-12dS 6'-H' O.C. MAX. 1/8' TEXTURED FINISH 1/I6' O8B SHEATHING 2 X 4 16' OC. MAX (WHEN OVER 16' IN HIEGHTJ 2 X 4 (WHEN OVER 16- IN WIEGHT.) 1/4' TEMPERED MASONITE GLUE 4 NAIL W/8d'S 8'-12- OC, IF NEEDED. 2 X SOLID BLK'G a ARCH SECURE W2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL UAW FRAME TIOTE� NO GAP • WDW FRAME TO EXCEED 1/4' �� ARCHWAY DETAIL CUTAWAY L'1 SCALE: 12'•I'-0' 2 X 4 MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S.FROM EACH END AND IS' EXISTING BLK ASV. OC. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHAW SIZFJ45 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 4 Ib' O.C. MAX. S' FROEACH END AND 18' H (WHEN OVER IN HEIGHT) MAX. MIN 1-1/4- EMBEDMENT 2 X 4 (WHEN OVER ER 16- 2 X 8 (MIN 2 X 3) 2-3/16 TAPOO4 16' IN HEIGHT) OR DRIVE PIN (MIN SHAW SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X SOLID -126eLK• ARCH W2-I2d 6EGUFE EACH END 8' FROM EACH END AND IS' ATTACHMENT PER OC. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL UAW FRAME 1/4' TEMPERED MASONITE -NOTE: NO GAP • WDW FRAME GLUE 4 NAIL W/8d'8 8'-12' OC. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 12' • I'-0' ASPHALT SHINGLES OVER �30 FELT ON 1/16' O.S.B. PRE-ENG GABLE TRUSS OFF STIFFBACK (SEE SEALO ENG. PACK FOR SIZE 4 CONNECTION) 2x4 OFF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT _ C INT. 2,4 SPF RAT RN SECURED W/ (1) 12d'I s EACH TRUSS (2) 2x4 2 S.YP. DIAGONAL BRACE W/ (3) 12d's 0 EACH TRUSS (DIAGONAL x-BRACING TO COVER 5-TRUSSES J' GYPSUM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE - MIT SPAN 5'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1)X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE s CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 9 GABLE X—BRACING SCALE: 2x RIDGE ONE SIZE LAR'.aER THAN RAFTER SIZE MIN, (3) 12d NAILS OR MILL (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d CAN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2)[2,1 NAILS OR (3) IOd GUM NAILS a EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENS TRUSSES PRE-ENG. TRUSS ALTERNATE CYONECTION i1 CONV. FRAMED ROOF M57A-24 RAFTER TO BLK'G SCALE: 1/2'-F-0' BETWEEN TRUSSES 0'-O' TO 30'-0' (U 'X' BRACE 30'-1' TO 60'-0' (3)'X' BRACE (I 'X' BRACE • CENTER) (2 W BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -� SO FELT ON T/16' OBB. I (2) 2X4 "2 SYP DIAGONAIL BRACE W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING UA4ERE 'X' BRACING IS PRESENT (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) COMIMOM 1/16' OOB SHEATHING TRUSS 24' oc. USE 6d NAILS AT 4' oc. EDGE 4 6' —FIELD 12' CLG. BOARD 2X4 W/ 3/8' X 5 LAG -32' O.C. MA NAIL T. RAT RUIN TO OR 91MIPSON MSTA-24 s 32' D.C. MAX. TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. SHEATHING NAILING TO BE b'-8' OC. IN FIELD DBL TOP PLATE 4' OC.-ALL EDGES W/8d NAILS 2X4 STUD IS' OC. MAX. (1112—STORY GABLE END CROSS BRACING SCALE: 12'.1'-0' • 1115 UPLIFT SIMPSOM WTSM20 111/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL • 2350 UPLIFT (2)SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL 11/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CCNT _POURED LINTEL PRE -ENS TRUSS CONTINUOUS BOND BEAM TAP — MIN. 2' COVER 2' APART 1 _\TRUSS ANCHOR RETROFIT 1 9 N.TB. 12' Z FINISH m LANDING *2Xro D FF. I --- i 3&' ^'IN. FIN!S- 3/4' PLYWOOD WITH LANDING DETAIL 4 12 _0 COMMONS WINDER DETAIL NAILED THRU 3/Z FINISH g LANDINCs PLYWOOD INTO 3/4' PLYWOOD FF. EACH STRINCsER 3-2x12 SYP STRINGER ' DBL 2XI2 REINFORCED W/2X4 SPFOR W/CONT. BEAD OF FLOOR JOIST SUB -FLOOR ADHESIVE PL-400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)48 3' SCREWS 6 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER -1-3/4' 3/1&' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. &' WIDE 0 NARROW END MIN. II' WIDTH ® 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 2XI2 TREAD CUT TO FIT IX8 RISER 0, zll HAND RAIL , L 11/2 DRYWALL cNNAIL5 IXIO TRIM I' NOSING TYP. (3) 10d CUT2X4 P.T.XSLEEPER IN SLAB 3 STAIR SECTION DETAILS SCALE: 3/4'=P-O' A R C N I T E C T 5 qWn!Gr 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA Y: 0003325 F W y C�a W O 4 V y O F O C euI a LOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 moaEL: 4EJB "2807-ELLE" GARAGE S'WJ TG: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA i D TM 10/21/16 $CALM 1/4"=1'—O" 9 rr� t) V PRODUCT APPROVAL LISTING FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-R2 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-R4 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-R2 FL 4103-R8 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05-19-16 A R C R I T E C T 8 1 6 Design GrouP-1n�. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroupmm AA #: 0003325 w y w x 0 0 F 0 1: 3 EiunDrv. de LOT: SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEL: 4EJB "2807-ELLE" GARAGE FINING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B Nk ARC*frECT-. STATE OF FLORA DAR� 10/21/16 SCALE: 1/4"=1'-0" elfrim D 6 -REFORMED CONTROL JOINT- LANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH a S' ).C. MAX (VERTJ. NOTE: DO 40T FASTEN CONTROL JOINT TO JALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ K' LEG MAY BE USED TO TEMP, SECURE CONTROL JOINT DURING INSTALLATION ASTENERS TO BE SPACED ��777 1' O.C. MAX VERTICALLY / j• THICK, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED el' (VERTU D.C. MAX AT SUPPORTS URB LAYER -1. STUCCO WRAP WOOD SHEATHING 1TH SHALL NOT COAT WUOUS To e' I I e' ro e' IROUGI4 CONTROL SINTS BUT SHALL E STOPPED AND BD AT EACH SIDE. PROVIDE 2X4 BLOCKING ER ASTM C1063 9J4 PLACED FLAT MAX, S' FROM COT NTROL FAL WHEN CONTROL JOINT FALLS ON ATE. =ASTENERS FOR LATH TO BE NAILS OR / STRIGTUR'A'L STUD 'APLES IN COMPLIANCE W/ ASTM C1063 WIRE TIES TO BE (NO. IS) 00415' WIRE / BLOCKING SHOWN MAY BE IN ADDITI07 \ WALL STUDS REO.UIRED PER PLAN \ __./ O"W TYPE CONTROL I JOINT OL FOLD AWARD . R. A ®FOLD OI. FOLD W WW:D —A 2. OREABE • PT, D —A. • PT. C ® FOLD 9NkYiE �.F' ING DRIP EDId: OVEN EXTFJJD 10• BELO OI. FOLD AWARD . tR. A �. cReAaa . FT. e FOLD /{ •� l OL FOLD — < -,A 9. CIffAEE . PT.0 s FOLD tT, c ObER P1. ti nu Pt. c TGIOIa!e BOTTCFI FLAN(# L r' taOTTO® FLANGE WATER TIG1R aEAL. FOLD. QQ Il2i Q1T. j' THICK, 3 COAT CEMENT PLASTER WRIS LAYER -2, FORTIFIBER 6UILDWG PAPER LLRB LAYER -1, STUCCO WRAP LAP LAY 6 bJILDNG WRAP O R NA— FLAN(#, ST �.OP — AIV ABOVE —IA WRAP WALL FLAB lI FtABH 'we NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 W a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE XyX X X—` LATH VERTICAL LAP TO BE I' METAL LATH III LAYER'I, STUCCO WRAP \1_._aPER LAP aELau__� / `` WRB LAYER -2, FORTIFIBER \ BUILDING PAPER I 2 APER LAP SCALE= I I/2'.I'-0' (4) KICKOUT DETAIL a �N i \ ti LI \i ram: MTA KK%pIT FLABNPIG AT BOTTOM OR ROOF WALL xLtERBECTIQIe _ - WATER T— WE 1151 m OR 80L0ER, DO NOT fL VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (229-MM). AS PER ASTM CI063 1.01 NOTE: FOR REPAIR OF TEARS IN UR; B LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL R STICK a' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LATER -2, FORTIFIBER BUILDING PAPER W.RB LAYER'I, STUCCO WRAP WOOD SHEATHING WOOD SHEATI BUILD[I PAPEF STUCC, HORIZONTAL LATH & PAPER DETAIL 5 „ L„ N.T,S. WOOD SHEATHING WR5 LAYER el, STUCCO WRAP j' THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRES d TAPE OVER ROOF/WAL _ 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 SHINGLE ROOFING FLASHING 4'a4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE U)AP MATERIAL) OVER 4 APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE - FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS _..._. RECUIRED TO SECURE PIPE/ WIRE TO FRAMING 6+ 6' -- x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER MEMBRANE i 9ELF•ADHERING MEMBRANE FLASHING OVER APPROVED 'i HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE -CUT AND OVERLAP ONE SIDE OF .STEP 02 A SEL -HERMG MEMBRANE UlaB LAYER -1, __...__STUCCO WRAP LLBRIM LAYER -2, FORTIFIBER _...--.-... FIETiSL WLp ATH PER &'a6' SELF-ADHERNG MEMBRANE FLASHING OVER 4'z4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE 4'x4'SELF-ADHERING MEMBRANE --- FLASHING OVER APPROVED HOUSEING TO WRAP. --J FLASHEXTEND ONTO PIPE --.. %' CCNT. BEAD OF SEALANT -- - INSTALL APPROVED HOUSEWIRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C,V. FINISH (SEE TYP WALL SECTION) SECTION PERFBCR703.&01_ '. Fxlenar Whine anC �edr — of pplodWb o...L 4. Nall finply with the appikatlon req.Irm-ta of ASTM C 926.11A hlstallaEon orextedn lathln9 and framing Nell with ASTM C 10&li 1A. _I11 FIFE FENETR,470N DETAIL N.T.6. DRAINAGE PLANE (CURB LAYER 1*1, STUCCO WR,4P) WRB LAYER #2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—xx STUCCO L WOOD SHEATHING ET%1T17= SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R103.ro.1 / ASTM C-84-1-12, 1"I1N. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C H I T E C T S Design Grou 1nD. L44J. rv. rtunw-u rtua�Hry w.vu. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F 2 y V W O a y A F 4 a z v ro—ulwiv.sa L074 SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEic 4EJB "2807- ELLE" GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA V rpD TM 10/21/16 SICALJC: 1 /4"=1' — 0" EiHEET CAI INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRM AOF THE EXHAUST. SEQUENECE OF FLASHING TO BE: I. 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. E-Z BEAD ALL AROUND PENT -APPLY SEALANT ALL -X JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.y<' CAULKING e JOINT ALL AROUND PER FBC R70.3.6.01 --� ---�') �I Exterior lathing and Wasterinig BACKER ROD L Exterior use of portland cement plaster - - shall comply with the application "X. requirements of ASTM C 926-11A. X' Installation of exterior lathing and framing Shall comply with ASTM C 1063 11A. WRB LAYER vl, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LATER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6A DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER vl, STUCCO WRAP WRB LATER -2, FORTIFIBER BUILDING PAPER WOOD CONSTUCTICN ... `METAL LATH e' CMU VINYL CASING BEAD W RAISED BAND 'V TO V MID -WALL licvo ar�xFn W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x 5TUCC0 WOOD SHEATHING Z� SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R-103.6,1 / A5TM C-84'1-12, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES 64 DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ya' TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING 1-t___:W0OD BUILDING PAPER FRAMED OVER'QUICK FLASH' r WALL _ — HORIZONTAL WEEP SCREED ( FRAME TO FRAME IAPE THROUGH ---� /'- WALL 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ENT PENETRATION ti SCALE: N.T.S. ELEC. METEF VERIFY LO HICC/-1 I V ICGL.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT WiBACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELE I C. METER FIELD VERIFY LOCATION I I '1 I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUBEWRAP BELOW CUT SUCH THAT — NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRl1CTiON a' C_1u WOOD 5HEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH 1/8, TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER a T O.C. MAX - V TO %' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 11� -- FINISH ® MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK) a° WRB LAYER •I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER STEP #J APPLY 60 MIN GRADE 'D' FELT OVER 5ELF-ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP 1'2 WRB LAYER •1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP #4 EL45TOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP S OELECTRICAL RECEPTACLE A R C H I T E C T S MaVi n Grou E. iwrl n. rt�na�u rtcH�r+ry o�v LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 v. F r m 8 2 F a chi 0 F G _J, '3uBDIv at LOT. SILVERADO LOT 10 BLK 1 PROJZSCT# 04128.000-10001 YODEL: 4EJB "2807- ELLS" GARAGE BrIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E ARCHITECT STATE OF FLORIDA 2 u DAmft 10/21/16 SCALE: 1 /4"=1' — 0" B A2 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER -1, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS -A� 9/1 HAT CHANNEL ; THICK, 3 COAT CEMENT WEATHER RESISTIVE Wh/e' TYPE 'X' DRYWALL PLASTER BARRIER'( 6' SAP. m TOP OF WEEP SCREED (LEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER °2 f WOOD SHEATHING 4' POSITIVE DRAIN VEEP SCREED THICK, 3 COAT CEMENT) RIES PLASTER METAL LATH WRB LAYER 9, STUCCO WRAP -1, WOOD SHEATHING THICK, 3 COAT CEMENT PLASTER _ AM66-WFWC-180 CUSTOM CASING BEAD W SELF-ADHEREING FLASHING WRAPPED TOP WEEP SCREED T TO SHEATHING BELOW -1, WRB RB LAYER 4' POSITIVE DRAIN STUCCO WRAP WEEP SCREED WRB LAYER -2, FORTIFIBER NO GAP IN FIELD - -- BUILDING PAPER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 6'SELF-ADHEREING _ WRB LAYER -1�X FLASHING WRAPPED STUCCO WRAP o CORNER O= CANTILEVER 4' POSITIVE DRAIN AMICO AM66-UFWC-l80 WEEP SCREED CUSTOM CASING BEAD _ NO GAP IN FIELD � (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING 10A BEAD DTL.CC CANT. SCALE: I I/2' • I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R-103.ro.1 / 4STM C-84-1-12, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH 9' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION RESISTIVE I RESISTIVE 2 I' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH j' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCITON RESISTIVE •I RESISTIVE •2 d' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11EDRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL J' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD 10 CANTILEVER DRIP EDGE LEGEND - DRAINAGE PLANE (WIRB LAYER #l, STUCCO WRAP) WRB LAYER ib2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING �Z1lll SELF—ADHESIVE FLASHING COLUMN SHEATHING ._WBARRIEATHER RESISTIVE ER 'I FINISH LAYER C2 LAYER 3' X 3' 26 GA. GALV. WEATHER RESISTIVE PEEL t STICK) , METAL DRIP EDGE SET IN FULL BED OF BARRIER -2 = ^. �\ 6' PEEL t SEALANT, )3' MIN. SPACE FROM DRIP I... 6' SAF. �, PEEL t ST STICK a DRIP �� \CK EDGE TO FACE TO TREX ' E I Xs'x3' 'L' FLASHING DECK �� FULLY EMBEDDED --- IN ROOF CEMENT --•^ / I h' X 3' 26 GA. GALV. Yi GAP FOR BACKER METAL DRIP EDGE I Yi'XI ei'4 P.T. OR SIMULATED ROD t SEALANT j SET IN FULL BED OF Yi GAP FOR BACKER WOOD (TREX) FILLER, VINYL CASING BEAD ROD t SEALANT SEALANT, Yt' MIN. SPAFFAACE EO CONTINUOUS 1 �� , ( TPEXDRIP WEATHER RESISTIVE VINYL CASING BEAD BARRIER M WATER PROOFING let LAYER (2 LAYER PEEL � WEATHER RESISTIVE r BARRIER "I �" WEATHER RESISTIVE \'' STICK) WRAPPED FROM WEATHER RESISTIVE WATER PROOFING let BARRIER 1 BALCONY PECK TO BARRIER "2 LAYER (2 LAYER PEEL�6�ry EXTERIOR COLUMN CANTILEVER •",,,,•„a•,„„ j� t STICK) ""`� COLUMN SHEATHING 6' PEEL t STICK o , t DECK MEMBRANE, ° DRIP EDGE TO DECK \'� EXTEND OVER DRIP 6' SAP. \PEEL t STICK SUB FLOOR EDGE S --, I X� x3' -L' FLASHING ®® 3' X 3' 26 GA. GALV. SUB FLOOR "FULLY EMBEDDED IN - METAL DRIP EDGE ROOF CEMENT - _ _-—--------- —_---.--_---.-_.---_ ---- - "- I Yz'XI 3/a' P.T. OR SIMULATED IN BED OF 'SET FULL (SEALANT, Y)' MIN. %SPACE FROM DRIP I Y:' X 3' 26 GA. GALV. ................. WOOD (TREX) FILLER, CONTINUOUS i FACE TO TREX SET IN FULL BED OF I VXI x' P.T. OR 51MULATED ' VINYL CASING BEAD gEALANT, MIN. WOOD ITREX) FILLER, ': gPACE FROM DRIP R GAP FOR BACKER ROD t SEALANT WATER PROOFING lei CNOUS -.,FACE TO TREX FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t �Y�ZA'PUFOR SEALANT _ VINYL CASING BEAD OPT" BACKER ROD" PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING let MODIFIED SO 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL / HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM TO VINYL CASING BEAD j' THICK, 3 COAT CEMENT PLASTER HAT CHANNEL BALCONY DECK VINYL CA51NG BEAD - CANTILEVER METAL LATH THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL i - WOOD SHEATHING PLASTER W/TEXTURED t PAINTED - WEATHER RESISTIVE 5/6. TYPE 'X' DRYWALL METAL LATH FINISH THICK, 3 COAT CEMENT BARRIER M WEATHER RESISTIVE BARRIER "2 W/TEXTURED t PAINTED FINISH WOOD SHEATHING 4' POSITIVE DRAIN PLASTER 4' P051TIVE DRAIN THICK, 3 COAT CEMENT VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED O GAP IN FIELD VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) 1—HOUR BALCONY DRIP 11A EDGE INSTALLATION 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION (9) COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING —� 2x FRAMING MEMBER WRB LAYER w, STUCCO WRAP g' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 12, FORTIFIBER CORNER BEAD BUILDING PAPER — `r y� WRB LAYER "I, FASTENED TO SHEATHINGi -1, METAL LATH STUCCO WRAP 9 O.G. MAX. J' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER ; I. ' i BUILDING PAPER WRB LAYER °I, STUCCO WRAP ro'SELF-ADHERING FLASHING METAL LATH �_ 1 !I _ S' THICK, 3 COAT CEMENT WOOD SHEATHING EXPLODED 1 -vlEw FOR PLASTER METAL LATH DRIP CAP CLARITY) WRB LAYER "2, FORTIF15ER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD C FRAME 2 1/2 —'� CORNER BEAD (FASTENER 4 SPACING 10 l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WRB LAYER •I, srucc wRAP WRB LAYER -2, FORTIFIBER ! ; BUILDING PAPERS :X METAL LATHti, J' THICK, 3 COAT CEI PLASTER 6'SELF-ADHERING FL ASH ING DRIP GAP WINDOW FLANGE 15B CASING BEAD Ca) WINDOW ( FRAME, NO BAND) A R C H I T E C T S Design Groulrl.c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-mm AA #: 0003325 ti cam, 0 4 O F A SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEic 4EJB "2807-ELLE" GARAGE 8111MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHrrECT-- STATE OF FLORIDA 0 16 DA10/21/16 BCAM 1/4"=1'-0" BFIEET A3 -WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER —\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYAL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE WOOD SHEATHING xl WRB LAYER 01, STUCCO WRAP WRB LAYER 'r2, FORTIFIBER BUILDING PAPER 1 �1 METAL LATH 8' THICK, 3 COAT CEMENT 1EXPL0DED VIEW FOR PLASTER CLARITY) WRB LAYER •I, — STUCCO WRAP VINYAL ANGLED WRB LAYER •2, FOF BUILDING PAPER - METAL LATH g THICK, 3 COAT C PLASTER &'SELF-ADHERIN FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW 15 C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER g" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y' GAP TYP-------�' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM ----METAL LATH IX TRIM MEMBER m STUCCO TO SIDING TRANSITION \---.._-u1RB LAYER -2, FORTIFIBER BUILDING PAPER SIDING WOOD SHEATHING - r:' 1 WOOD SHEATHING -- WP= LA T MK �. LURE, LAYER -1, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I i WEATHER RESISTIVE BARRIER -2 W X I �LLALP SIDING 6' SELF-ADHERNG / FLASHING IL 6' SELF -ADHERING I G FLASHING L WEATHER RESISTIVE \ I BARRIER 'I STARTER STRIP WEATHER RESISTIVE \ \ y BARRIER n DO NOT CAULK OR I I \ \ it/ 6' SELF-ADHERNG SEAL OPENING _ / FLASHING \ GALVD METAL GALVD METAL 'Z' FLASHING 'Z' FLASHING -- � - DO NOT CAULK OR 9EAL OPENING OOD TRIM MEMBER FUGGO CASING \ X 6' SIMULATED P _ I WOOD TRIM MEMBER I 'r. SEAL GAP SEALANT / BE APPROVEDVED WS STUCCO CASING BEAD SIDING TO STUCCO @ BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R103.6,1 / ASTM C-841-12, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -------------------------------------------------------------------------------------------------- g THICK, 3 COAT CEMENT SEALANT- PLASTER METAL LATH �1 I WINDOW FRAME - .! /........._....... _... _ .... __................. ..._._.. _ WRB LAYER "2, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) ------------------------------------- SEALANT 1 I 11 WINDOW FRAME -- - 1 .URB LAYER "I, STUCCO WRAP, .URAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING i DETAIL BELOW EXPLODED FOR CLARITY ------------i------- ya GAP TYP CASING BEAD TO WINDOW / -------------------------------------- -----. g' THICK, 3 COAT CEMENT PLASTER METAL LATH 11 I -- WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING I I 1 1 WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL E STICK OVER FLANGE WINDOW FLANGE - - E-Z BEAD VINYL CASING I 2X FRAMING — (W/3/a' FLEXIBLE PVC BACKER ROD) I MEMBER .APPLY FULL BED OF SEALANT BETWEEN ,- FLANGE a BUILDING WRAP BUILDING WRAP lURB LAYER #l, WOOD CONSTRUCTION WSELF'ADHERING FLASHING STUCCO Wf;R,4P WOOD SHEATHING WEATHER RESISTIVE �/ UJEAT14ER RESISTIVE BARRIER 'I -1 TO LAP \\ WEATHER RESISTIVE / / IN W M'.EABOVE TOP BARBER -2 / / ` OF W FLASHING UJRB LAYER 1*2, FORTIFIBER FEVER 81DING BUILDING PAPER HERNG / I BARRIER RESISTIVE F �LF� z \ _'- ""' WEATHER RESISTIVE I _ \ / BARRIER '2 METAL LATH STARTER STRIP (EXPLODED a" THICK, 3 COAT CEl"fENT VIEW FOR PLASTER CLARITY) CASING BEAD C RAISED t 7 A BAND ( FRAME) SCALE: 1 1/2' = I'-0' / GAALVD METAL DO NOT CAULK OR FLASHING SEAL OPENING �' DO NOT CAULK OR GALVD METAL /�' WEATHER RESISTIVE 'Z' FLASHING BAFMER'I TO LAP I Ys' X 6' SIMULATED }� 6' MIN ABOVE TOP WOOD TRIM MEMBER Or 'Z' FLASHING E-2 BEAD VINYL CASING I V X 6' SIMULATED (W/%' FLEXIBLE PVC ; \ / 1 WOOD TRIM MEMBER BACKER ROD) \I / &'SELF -ADHERING 6' SELF -ADHERING I I FLASHING FLASHING \ 1 Ys' THICK, 3 COAT \` 1 SEAL GAP W/CAULKING CEMENT PLASTER1 OR APPROVED SEALANT WEATHER RESISTIVE \ WEATHER RESISTIVE BARRIER 'I BARRIER '1 WEATHER RESISTIVE E•Z BEAD VINYL GA9MCs BARRIER'2 (W %' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE @ FRAME TO FRAME BARRIER -2 �� TRANSITION 1 e7 i LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO — — WOOD SHEATHING= SELF-ADHESIVE FL,45HINGs — — — — A R C N I T E C T S Despin Grou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 x h w a 0 4 h 4 a zy 1paoi=T# VHDIV. & LOT SILVERADO LOT 10 BLK 1 04128.000-10001 MODEL 4EJB "2807—ELLE" GARAGE 81WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORK)A O - 6 D TM 10/21/16 SCALE: 1 /4"= l' — 0" Eli3EET WA4 CUT HOUSEWRAP AT 45' ANGLE 1: MODIFIED 'I' CUT IN HOUSEWRAP I LINE OF WINDOW OPENING I / i C APPROVED 1-IOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL t' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW S FLEXIBLE 'DO NOT SE FIN EMPORARILY OLD -UP 4 SEC IOUSEWRAP (O LICK FLAP UND t HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R INSTALL b' SELF-ADHE FLASHING C VINYL HEAT FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND J FLASHING INSTALL VIP CAP ALIGN FLASHING Wl INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD DOWN DIAGC ACRO: WINDO '+PPLY 4y' NOM. :ONTIN000S BE, JF SEALANT AT IAMBS AND HE< 4PPLY TO BACI JNDOW NAILING :LANGE IN LINE 'RE -PUNCHED SOLES OR SLOT UIDE ADHESIVE — =XIBLE FLASHING -VER DRIP CAP 'ECTO-WRAP EQUI V ) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) O SCALE: NTS 0 1 • INSTALL WIND( PLUMB, LEVEL AND SQUARE MANUFACTURE WRITTEN INSTRUCTIONS APPLY '- MEMBRANE FLASHING OVER JOINT Qom— I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. I I I7. INSTALL ALL MATERIALS PER MANUFACTURERS j WRITTEN SPECIFICATIONS I ) / 'WAR! I -LING: SEALANTS MAY REACT ADVERSELY IF NOT I�PATIBLE. —ELL NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF ;EXTERIOR RETROFIT WORK j I LL— I NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH (EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: --- --- -- __ (SEAL INTERIOR PERIMETER OF WINDOW WITH iSEALANT A R C N I T E C T >< 6 Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngmp.com AA is 000332b F Z h W 0 U W 0 F 4 l 0 F a F x > C J IIE%nMlV. da LOT SILVERADO LOT 10 BLK 1 PROJECT# 04128.000-10001 MODEM, 4EJB "2807- ELLS" GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHr ECT• STATE OF FLORIDA CVZ p 41V I10/21/16 SCALE: 1 /4"=1'- 0" ilmET WA5