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Home My WebLink AboutBuilding Plan1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAV. LAVATORY 5TH EDITION (2014) A/C ADZ CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES AW. ALT. AWUSTABLE ALTERNATE M.C. In. MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES AMP. AMPERAGE In. MINIMUM • OCCUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD MM. MOUNTED 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE PALM BAY FL 32907 '�• INTERIOR FINISH — CLASS B CLG. CEILING O.C. ON CENTER • BASIC WIND SPEED — Vult=160 MPH CLR. CLEAR PL PROPERTY LINE TEL: (321) 733 — 7 092 Vasa=124 MPH CPT. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE FAX: (3 21) 73 3 — 7 9 7 2 • EXPOSURE _ C C.T. CERAMIC TILE PLT. PLATE • 1—STORY RESIDENCE D. DRYER PLYWD. PLYWOOD • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES DBI D.G. DIA. D DUUALAL GLAZED DIAMETER P P..TT . R. PAIR PRESSURE TREATED RISER DIM. DIMENSION RAD. RADIUS • STATE OF FLORIDA DISP. DP. DISPOSAL DEEP R.A.G. REF. RETURN AIR GRILL REFRIGERATOR PROFESSIONAL ARCHITECT: DR. DOWNSPOUT . RR..O. ROOM ROUGH OPENING JAMES J. CANTWELL m D.W. DETAIL DISHWASHER S.D. S.H. SMOKE SINGLE DETECTOR AR N 0. 12079 EA ELEV.A. EACH ELEVATION LEV SHT. �G. SHEET SHEATHING SQ.FT. CALC.'S EXHAUST SL S A.B. DESIGN GROUP, INC. MT. r.. EX EXTERIOR SL.IMIAR SLIDING F.G./F% • FIXED GLASS SL. GL. SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SMEAR WALL LONGWOOD, FLORIDA 32750 LIVING 152B SQ. FT. FIR. FLOOR SECTION Tel: (407) 774-6078 4316 FLUOR. FLUORESCENT FRENCH SC SOLID CORE RED GLASS (407) 774-4078 ENTRYFax: LANAI 9Q. 1=T. gg SQ. �:T. �DR. GA. FOTINGDOOR GAUGE M. T.O.C. TEMP TOP OF CURB GAR, GARAGE T.O.P. TOP OF PLATE TOTAL 2362 $Q. r-T. GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB A/CYOLUMB 165 0s6RUPTER G.F.I. GROUND —FAULT CIRCUIT TYP- U.N.O. TYPICAL OUNLESS THERWISE NOTED PLAN REVIEW GL. GYP, BD. GLASS GYPSUM BOARD V.F. VAPOR PROOF iTE CHECKED BY: H.B. B.C. HOSE BIB HOLLOW CORE W. W/ WASHER WITH HDR. HEADER WD, WOOD HGT. OR HT INSUL HEIGHT INSULATION WDW. W/H WINDOW WATER HEATER INT. INTERIOR W.I. WROUGHT IRON A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 REVISIONS INDEX OF DRAWINGS stmDrv. & L,OT: SHEET # DESCRIPTION CREEKSIDE PG Cl—COVER PAGE LOT # 7 9 PG GN—GENERAL NOTES PG i —FOUNDATION PLAN CONCEALED FASTENERS OR014LAMENTS PG IA —DOWEL PLAN ARETHERESPON61IMLITYOFT4 PROJMCT# PG 1B—LINTEL SCHEDULE CONTRACTOR OFRECOAO 04321.000 PG 1B.1—SAFE LOAD TABLES BJODrj PG 2 —FLOOR PLAN 4 E B B PG 3C—ELEVATIONS " 18 2 8 -- C ALI" PG 4C—FRAMING PLAN PG 4.2—CONNECTOR SCHEDULE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS GARAGE OWWO. PG 5—ELECTRICAL PLAN REQUIPED BY FIELD INSPECTORS THAT LEFT MAY BE NECESSARY IN ORDER TO PG 6-11VAC PLAN COMPLYWITH ALLAPPLICABLE CODES. PG Dl—FOUNDATION DETAILS/SECTIONS I I pAC.I PG D2-1—STORY WALL SECTIONS & NOTES PG D3-2—STORY WALL SECTIONS TERMITE TRENTMENT RFIQUi4ED COVER PG D4—MISC. DETAILS PAGE PG D5—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS ALL MANUFACTURES LABLES SHOWING PG WA3—WALL ASSEMBLY DETAILS U FACTORS AND SHGC COMPLIANCE 160 MPH EXP. C PG WA4—WALL ASSEMBLY DETAILS WITH FBC ENERGY CODE MUST PG WA5—WALL ASSEMBLY DETAILS RLMAM ON AU DOORS AND WINDOWS ARCHITECT. PG WAB—WALL ASSEMBLY DETAILS UNTIL INSPECTIONS ARE APPROVED FATE OF FLORIDA REV. DATE DESCRIPTION �711- 03� AI!G 2" 1 1l:btlAOl:TI?t1R L ACE x2p], a ac JAME ANTWE G`,"0INSP�.YTIL7SWILL StAaDE. AR N 19079 Djj ' 08/10/17 S3C 0 1/4"=1'-0" 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) I. SLEEPING ROOMS IL ATTICS W/STORAGE III, ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 ** 30 20 10 75 40 40 40 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 17 (TCDL 7 & BCDL 10) il. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FORALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 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 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE' /" 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. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 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=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. 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 & R802.1..8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" 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. 10. FLOOR SHEATHING SHALL BE APA RATED '/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606ORWITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 /ACI 530 / ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 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. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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 U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 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). 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. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 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 PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING; OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" 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. r�nnaGQ 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON 1 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. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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) 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 R3012(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 R.� 4' CONC. SLAB 39'- I, 28'-8" I I 11'-0" I. m CONl EXTEND END OF PVC. CHASE UP 12' ABOVE COND. CONC. PAD L �N N DI \\ I FIN. CONC. SLAB GONG. t1 P. _ \\ \\ 24X24 '"XI2" CONC. I ■ w SLAB i , J ■ 1 I PAD W/3-"5 BARS 0- DI 0' '-2" E.W. ON CHAIRS rill' C 3'-10" \\ MIN. 3' COVER l3 1/2' \\ 4" GONG., REINF. W/ Wx6' ■ ■ ■ ■ W1.4XWL4 WWM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN — — _ \\\\ 10 ■ FILL TREATMENT SHALL EXTEND SLAB I I/Z" DI GHASE BE �.a I 14'-3' 4'=F' 3 -4 -511 X �36"x6f0"A \\ -�� `� -� SHWR. PAN W/ El \\ \\ I I aa, DW L JL J I I r I I I OPT.I I FriI — STNK fI IREF I-- I J ■I�_ .�( I3 o - \\ II I" PVC CHASE 4 - - I I FOR ELEC. t0 ISLAND \\\X I Lh 3'-2 DI & TEND �I DI LA511/2' 1 -�� 51 2X6 WALL 2XI2 W LL■ 3' 0' 17'-/0" 3'-2" —V f 50LLARD AS REQ. 5 LAY. I I PER 5LDG. CODE V) ■ I 071 I SLAB O IN1/2" N I -31/2" r I 8 Dl 4" CONC. ■ I SLA5 ■ ■■ 0'-0" ELEv. FIN. CONC. SLA5 s " ■ ■ ■ ■ ■ ■ ■ ■ 8 4 D1 p1 DI � I 2'-a. 1G'-0" 2'-8" F' 3'-4" D1 39' - 8" NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED 5GRESS DOOR SHALL MEET PROVISION OF SECTION R311.3.1 OF THE FBCR 9TH EDITION (2014). 24'X24"XI2" GONG, PAD W/3-S BARS E.W. ON CHAIRS MIN. 3' COVER 2' 2" `T KITCHEN 211VTR 1/2„ SINK W/ 211 AUTO VENT 2 1/2 1 1 1/2 „ d.. I �I w, We r2" 1 1 1/2" �I 2" P II L.Av a(I 12,l 3-" 3 I LAV I 2 TUB 11 3" WC 2, / SHWR I l 1/2' � 311 311 2 WASHER �2 11 4 c0 PLUMBING RISER DIAGRAM 70 LAIN SECURE STRAP TO UNIT W/ (2) 08A 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONC. CONC. W/ (2)-3/1(o"X2' SLA TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" PIA. OVER +4EAD Q 12, FROM STRUCTURE R C H I T E C T 8 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 suanIV. & LOS% CREEKSIDE LOT # r 9 PROJECT# 04321.000 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FOUNDA`hION PLAN Lt60 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 apt' a 08/10/17 A R C H I T E C T S 1 N. RONALD REA.GAN BL LONGWOOD, FL'32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F Ww W 0 U W `. F 0. U Ell C*7 A F A QLLLL =mid OstmDIV: 86 r'OT: CRLEKSIDE LOT # r79 PRO JMCT# 04321.000 asoaEz: 4EBB "1828—CALI" GAPLAGM SMMG: LEFT IPAGICO DOWEL PLAN 160 MPH EVE'. C ARCHITECT - STATE OF FLORIDA gn 18 D 7 06/10/17 9o14%.1/4$,V-0" I A ,t L— 3 (2) 3@52-5 EGRESS LIVING ROOM LANAI I 8'-8" CLG. I L- 5 OWNER'S I SUITE 6-8" GLCx. 6 @68 SCxD. I L— 6 I ROOM I I 8'-8' CLG. I �a a 00 ------ BATH- 8'-8' CL�. W.I.C.- 8'-8" -------- 7- 7------ I I KITCHEN L - - _ ------ I LAUN. a'-8° CLG. - I I L CLG. r--� PAN. BD DEN#4% II I L-- 2 Ln I I I I un II I II II ifi II BD 0. r-----, I I L-----J II - IIIIIIII BAT#Q GARAGE -8lc; Lc. - -FOYER- 8'-a° CLG. Q�+`� I BDRM.2 ■ ENTRY (2) 3052-SH W�7" - - I : __ --- - - - - - - - - - - - - - - - - 0 T7■ L-1 L-3 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SU55TITUTEID UJITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED j4C4WZT=44R4ET'IIlf LINTEL SCHEDULE L INTEL No. LENGTLi TYPE COMMENTS L I IT-4" 8F28-IB/IT L 2 4'-6' SFI6-@B/17 L 3 i'-61, 8FI6-IB/IT L 4 11'-4" 8F16-I15/1T L 5 V-4' 8FI6-I5/IT L 6 i'-6" 8F24-IB/IT ABV. POOR ASSEMBLY, BOTTOM OF LINTEL 8'-0' Al . 8RF6-0B/IT ARCHITECTS Design roup"II,C- tYYt Iv. "VIVHLU KLAUHN BLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www. abdesigngroup.com AA #: 0003325 ti W w C3 w 0 ti 0. w q h 0 8� as LOT: CREEKSIDE LOT #'7 9 PROJECT* 04321.000 DdonELA 4EBB "1828-CALI" MARAGE STUNG: LEFT PAGE: (LINTEL SCHEDULE 160 MPH EXP. j ARCHITECT: STATE OF FLORIDA DATE':" 08/10/17 SCALE. 1/4"—l'—O" SAFE LCAID TAE3LES FOR r3RAVIT'1', UPL11=T 4 LATERAL LOADS S" PRECAST 4 I=RE6TRr5S1=D U-LINTELS CAST�cRlT! T?•P= LENCxTH SUS SFS-05 SFI2-05 SFI6-0 20-0 24-0 28-0BF32-015 WB-I5 SFI2-15 9F16-I15 W20-I5 W24-I5 SF28-I5 SF32-15 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 9004 104-12 11936 3166 4413 6035 152ro W04 10412 IM36 3'4o" (42") PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" (48") FRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 44-13 6039 1526 9004 10412 11936 4'-6" (r✓-4") PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 '3004 10412 9668 (64")PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(rt011) PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5456 4431 52W 6122 (0'-6" CTV) PRECAST G31 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 I'-6" (90") PRECAST -161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 50441 9'-4" (112") PRECAST 5-T3 632 1049 1469 1210 1482 1154 202-1 168 1212 1818 2544 3469 4030 3121 10'-6"(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 W-4" (136") PRECAST 4.4r✓- 598 935 1365 1854 2355 1193 2015 598 935 13ro5 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545, 864 1254 169E 2014 1510 1818 555 864 1254 1693 2211 2832 3590 13'-4" C160") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 I4'-O"(1(o8") PRECAST 338 361 648 919 1190 1462 1081 1260 455 100 1003 1 1335 1114 2153 2666 14'-8" C116") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" C184") PRESTRESSED N.R NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 1 2200 2600 19'-4" C232"J PRESTRESSED N.R• NR NR NR NR NR NR NR 240 400 750 1090 1400 1120 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 ro 10 540 1340 1180 2110 221-01'(264'910RESTRE66ED N.R. NR NR NR NR NR NR NR 160 300 510 810 1 1250 1 1660 1910 24'-0'(288") PRESTRESSED N.R. NR NR NR NR NR j NR NR 130 240 410 120 1030 1 1350 1 1610 8" PRECAST 4 PRESTRESSED U-LINTELS 4^Z704444" UFL IF I LATERAL TiP 1-EN�t SFE-I SFI2-IT 16-IT SF20-IT 24-ITSP28-IT SF32-It SUS SPS 8-2 12-2t 16-2t 20-2 24-2 28-2 SF32-2T 2'-10" (34") PRECAST 2121 2615 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-6" (42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 18rt8 1989 2832 3680 4532 5381 6245 930 935 1876 1925 2150 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1162 2501 3251 4010 4167 5525 121 121 1660 1105 2435 3111 39i3 4658 5406 5'-4" (64") PRECAST 1393o 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 1 2610 3293 3920 4549 51-1011(109 PRECAST 1212f 1351 1930 2505 3064 3665 4241 418 410 1212 1315 1815 2441 3010 3583 4151 PRECAST 1141% 1200 1133 2250 2169 3290 3812 �� 881 1141 1162 1684 2192 2103 3216 3132 (9i1)9PRECAST 959s 912 1415 1914 2354 2191 3240 591 65� 990 1029 1466 1901 2351 2191 3245 9'-4" (112") PRECAST 501, 612 SW 1269 1560 1552 2144 454 630 801 155 1192 1550 1910 2211 2634 1o'-6"(126") PRECAST 116# 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 il'-4" (136") PRECAST 666• 439 1 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (1449 PRECAST 601* 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 13'-4" (160") PRECAST 500+ 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-O"(1(o8") PRECAST 458• 316 493 635 118 922 1065 286 360 648 318 62S 922 1254 1661 1816 (116") PRESTRESSED 243 295 459 B9V 124 851 990 N.R 35-i 243 352 582 852 1156 1491 1142 PRESTRESSED 228 218 430 553 611 801 925 N.R. 32� 225 329 542 191 1012 1381 1616 11'-4" (208")i RESTRESSED 185 236 361 464 561 610 114 N.R. 255 188 216 449 649 814 1121 1389 19'-4" C232") PRI=STRESSED 165 201 313 401 490 518 661 N.R 204 165 239 353 550 136 940 1160 21'-4" (256")PRE5TRE5SE:D 145 I86 218 356 433 512 590 N R. lrt2 142 212 336 411 635 801 993 22'-0"(264")PRE6TRE66ED 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 24'-0"(288') PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 1 156 1 290 1 408 1 538 1 680 833 *REDUCE VALUE 5Y 2596 FOR GRADE 40 FIELD RE5AR 8" PRECAST J1 2" RECESS DOOR U-LINTELS TYPE 8�' 6-0 BRFIfd-0B SiiFl4-21B 81E�18-08 8�22-® 8�26-0 8�30-0t3 I-EN�t 8RU6 8W6-15 Si lid-16 8( 14-IB 81'a�18-IB 81' 22-16 8 26-IB 8 30-IB 1591 3053 2982 3954 4929 5904 68$0 4'-4" (5211) PRECAST 1489 1621 3412 4982 6412 1941 941to 10818 4'-6" (5411) PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 832 1602 1550 2058 2566 30-15 3585 5'-8" (68")PRECAST 185 1153 2162 4014 6412 6516 5814 6839 119 1500 1449 1924 2400 2816 3352 PRECAST 135 1103 2051 3511 6412 6516 5450 6411 (0'-8" (80")PRECA5T 822 901 1611 2933 2516 3223 1 3612 4522 901 Iroll 2933 4100 6130 8111 6101 161 1311 2252 1958 2451 2944 3439 I'-6" C909PRECAST 665 164 1311 2329 3609 5492 6624 5132 9'-8" C1169 PRECAST 311 420 534 1253 1011 1342 1614 1686 535 928 1491 2119 2618 3595 2815 6" PRECAST W1 2" RECE55 DOOR U-LINTELS CA=7ti�1�'� UfL FT LATERAL -�,.P� LENGxTH SP'aFb-17 8�10-IT SR�14-it 8RFI8-It 8�22-17 8�26-It 8�30-IT BRU 8RF6 SRF6-2T 5FR10-21' 810-14-2T 810F18-2T BR-22-2T BRF26-2 w*30-2 4'-4" (529 PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6" (54") PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" (68") PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" (10") PRECAST 896* 1138 1142 2352 2965 3551 4198 469 469 896 1099 1690 2288 2891 3491 4106 6'-8° (80")PRECAST 118 862 1513 2042 2513 3101 3642 830 1100 118 956 14ro8 1981 2509 3035 3563 rt'-6" C90") PRECAST 688 691 1325 1810 2250 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 9'-8" (116°) PRECAST 533+ 433 808 1123 1413 1104 1995 516 614 533 52-T 1 1009 1 1369 1 1128 1 2058 2450 TYPE DESIGNATION F= af=lro NOMINAL LIJIDTH-� —] NOMINAL HEIG - FILLED WITH GROUT / U = UNFILLED QUANTITY OF S RE5AR At BOTTOM OF LINTEL CAVITY 1E3/1T LQUANTITY OF 05 RE5AR AT TOP "REDUCE VALUE 5Y 1590 FOR GRADE 40 FIELD RESAR U .: a Ln Z d 9 f L& O _ Z e. "5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT *5 RE5AR AT BOTTOM OF LINTEL CAVITY 1-5/5'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) SAFE LOAD TA5LE NOTES �� I'4�S GENERAL NOTES I. All values based on minimum 4" bearing. Exception. Safe loads for unfilled 1, f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 209. IF bearing length is less than 6-I/2" 2. f'c prestressed Ifntels = 6000 psi. 2. Shore filled lintels as required. cl Safe loads for all recessed lintels based on 8" nominal bearing- g- 3. 3. f'c grout = 3000 psi w/ maximum 3/5" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R = Not Rated. 4. Concrete masonry units (CMU) per ASTM C9O w/ 4. Lintels are manufactured wfth 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psf. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast Ifntel per ASTM A615 CsR6O. 5. All lintels meet or exceed L/360 vertical deflection, except Ifntels Il'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GzR&O. longer with a nominal height of 8" meet or exceed L/180. addfonai reinforced masonry above the precast Ifntel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One "1 rebar may be substituted for two S rebars in 8" lintels only. 21O low relaxatfon. 1. 1/32" diameter wfre stirrups are welded to the bottom steel for mechanical anchorage. 1. The designer may evaluate concentrated loads From the safe load tables by 1. 1/32 wfre per ASTM A510. 8. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C210 type M or S. 9. Safe load ratings based on ratfonal design analysis per ACi 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w C U W 0 ti a U Q F 8UgDM a LOT: CREEKSIDE LOT #"79 PROJECT 04321.000 MODELr 4EBB "1828-CALI" GARAGE gVnNa: LEFT PAGE: SAFE LOAD 'FABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 08�/10 /17 BC :1/4"=1'-0" COMPOMW AND CLADDING Wl+D LOADS BASIC WIND EVMFE FOR 3 SECOND GUSTS OPESIGS SOUAFE ZOIf 160 WH WAD MR) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 33.4/-44b CRITERIA 1=XTERIOR SWING 18 5 32.2/-42.3 DR. MIN. CRITERIA S.Cs.D. MIN. 41 5 30.4/-351 CRITERIA 160,10 O.H.D. 112 5 28.2/-34.3 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIAOL DATE 041*1V p(I-) T=n VANITY (D) VANITY SQ.FT. CALC. S LIVING 1528 50. FT. GARAGE 430 50. FT. ENTRY 16 so. FT. LANAI 88 SO. FT. TOTAL 2362 50. FT. A/C VOLUME 16086.5 11 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION MC R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE= WITH SEECTION FBC R302.10.1 THROUGH FBC R302.10.5 �r m j d) N � Ln 39' = 8 11 28'-8" 11' -O" 3-" G -O" 1, gI-4" ��-8" L� 4" l2 (2) 3052-5H LIVING ROOM LANAI CLG. I I ro I 10 -O jw OWNER'S roo6s S.G.D. SUITE — ---- W-8" CLG.------- RO ROOM 2X8 I 8'-8" CLG. t4�) �dmV. 4l QIR-ISH G �.0 ---BATH v..7 KITCHENiff(Dq N 8'-s" GLr I '-8" 6' O° 1 6' 8 36"x60" v. C. I e e OPT, AN = ___DW f I C -SH IR-ISH sb36 24 J I REF I r -1 IR-15H -- I i�o 8 SN. V-10 o o" -1 I ; I r RANGE PAN. -8' CLCs BDRM. #4/ I I ?8 gRGH v 0 N 3-sH DEN s'-8" cLcz. I v1> V.I I G. �J I �8 , ll'-8" 11) g�� 41- 3'-4" II 5' 4" 2�_4" IFR A /fi m WH.ATT_ � 22"x54" l IAGGE55 I L— --J 5OLLARD A5 REa, PER 5LDG. CODE GARAGE S -8' CLa. BDRM.#3 W-8" CLG- m rur�rc r BDRM.#2 30615 W/ I h a'-allcLG. 36"XI0" TRANS. — ARCH e ENTRY--- s'-o" AFF. 8-8 C G. �I (2) 3052-SH r=GRE55 -------- --- ----- r3'-10, 4'-0 1O'-Oil 21'-4" 4'=4" 14'-0" 39' - 8" NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR A35EM5LY TO 5E THERMA-TRU F15ERCsLASS DOOR W/ TRANSOM (SINGLE ASSEI"ii - 20 MIN. FIRE: RATED DOOR FROM GARAGE TO RESIDENCE TO 5E° EQUIPPED W/ SEELF-CLo61NG DEVICE (R302B.1) F5CR 5TH ED. (2014). � N Tin Q EXTERIOR MASONRY WALL 5111-1 8'-8" SR3. N 1' 4' DBL. v TOP PLATE dl m ABAR DETAIL \t�l SCALE: Z)ITl. VARIES ARCH A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i gn gro u p. co m AA #: 0003325 h w w a 0 w v A h A CREEKSIDE LOT #'7 J PROJmCT# 04321.000 MODIEU 4EBB "1828-CAI" G LEFT PAGM- FLOOR PLAN 160 MPH EXP. C rARCHITECT= TATE OF FLORIDA 4 r08/10/17 S`3CAL :1/4"=V-0" REAR ELEVATION ATION TEXTURED FINISH 8'-8" BRCS. HCst. L 0'-0' FIN. FLR I� V-0" FIN. FLP, OFF RIDGE VENT OFF RIDGE VENT DEFT TEXTURED FINISH 4" BA 8'-8' BRCS. HGT. 7„ OF cc L IC 0'-O' FIN. FLR OFF RIDGE VENT VATION V-16-11" BLDCs. HGT. NOTE: WALL FENESTRATION FLASHING AS PER FBC R103.8.1 OFF RIDGE VENT ELEVATION 12 6 FRONT E�LEVATlON TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1 - V-0' FIN. FLR 1'-01. SWINGLE ROOF CORATIVE I )AM DRAIN _ES 'X60" FYPON EGORATI VE 4UTTERS OR ; UI VALENT 4' RAISED BAND (TYP.) -0' FIN. FLR. AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364 /300 = 7.88 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4.93357 TOTAL#OF VENTS PROVIDED - 5 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG {EXTERIOR OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED] �7� �ee A �]EC/O. ODETAIL ARCHITECTS J'sign U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U w 0 F a U W A F F BUDDIV. all LAT: CREEKSIDE LOT #79 PROJECT# 04321.000 MODEU 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA pIG 18 DAT 08/10/17 BC C:1/4"=1'-0" 8 3C I IZI> 01 II II ii I II II II II II II II II II II II II I II II II II II II II DI=TAL-20 OR (2) I-Ii=TA-20 II II _ F— 2'-461-011 3'-0" I, 3'-0" I, 3'-0" I, 31- u BJI AI2 AI0 AS I A6 A4= -O" 3'-0" 1=IELD FRAMED ARCI4 ® &'-0" AF- I II I I — I I I I, 3'-0" Il 3'-0" IX4 DIAL.—' 5TM.C14ORD BRACING, TYP. RAMING PLAN RANEI' 6/5/14 / A3 A5 _ 5RACINCs SEE DTL. "4' rARCHITECoTS 1 IN. RVIVHLV RCNLIHIV DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 SUSDYY. ac LOT: CREEKSIDE LOT #"70 PROJECT# 04321.000 3CODEL: 4EBB "1828—CALI" GARAGE SWMG: LEFT PAGE: FRAMING PLAN 160 MPH UP. C ARCHITECT STATE OF FLORIDA AUG 18 D T / 0$/10/17 SCA1 : 1 /4"=1' — 0" CONTROL PATE: 71-05-17C NNCRSCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (0) led x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) led X 1 1/2' - NO 16d OPTION) (2) META-16 I985 (2) HTA Ib-18 2800 (10) led x 1 1/2" I -PLY, CUSP: (10) led x 1 1/2') 2515 (14) I6d 2-PLY (USP: NO I6d OPTION) HETA-16 1810 HTA 16 181e (9) led x 1 1/2' I -PLY, (a) Ibd 2-PLY USP: (I0) led x 1 1/2", NO I6d OPTION HETA-20 late HTA 20 181e (9) led x 1 1/2' I -PLY, (0) I6d 2-PLY USP: (10) led x 1 1/2", NO Ibd OPTION >_ � Z C2) HETA-20 2035 (2) PTA-20 323e (10) led x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" 2800 (12) I6d 2-PLY (USP: NO Ibd OPTION) 0 LGT-2 215O LUGT-2 155e (1) - 1/4" x 2 1/4" TITEN, 2 (USP: BLK (5) I/4' WB, WOOD CI6) ]Oct V) PETAL-20 2480 DHTA-20 2430 (18) - led x 1 1/2, 1 PLY MGT + 3965 MUGT 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: (28) led TO WOOD) HGT-2 + 10980 HUGT-2 919e (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD (USP: WOOD (a) led) HGt-3 + 10530 HUGT-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOOD (USP: WOOD (a) led) LGT3-SD62.5 3285 LUGT-3 3525 (12) SDS 1/4"x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE 5OLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) led x 1-1/2' CUSP: (10) led x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS 1/4'X3" TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) led x 1 1/2' (USP: (14) led x 1 1/2', (14) 10d) HTS-16 1150 HTW Iry 1260 CI60 led x 1 IR' CUSP: (16) led x 1 1/2', (16) led) HTS-20 141570 HTW 20 1530 (24) led x 1 1/2' CUSP: (24) loci x 1 1/2', (20) 106) HTS-24 1450 HTW 24 1530 (24) led x 1 1/2' CUSP: (24) led x 1 1/2', (20) led) LSTA-12 ++ 925 LSTA 12 930 (10) led USP: (10) 10d LSTA-16 ++ 1235 LSTA 18 1235 (14) led USP: (14) led MSTA-19 ++ 1315 MSTA-18 1310 (14) led USP; (14) led V) MSTA-24 ++ 1640 MSTA-24 1640 (18) led USP: (18) led C M5TA-30 ++ 2050 M5TA-30 2065 (22) led USP: (22) led < Of MSTA-36 ++ 2050 MSTA-36 2065 (26) led USP: (26) led I — MSTI-36 3800 KSTI 236 3890 (36) led x 1 1/2" USP: (36) led x 1 1/2" N MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 I/2" USP: (48) led x 1 I/2" H6 950 LFTA 6 1210 (8) ad TO PLATES, (8) ad TO STUDS (USP: (I6) 86 x 1 1/2', (16) 86) SP4 am OPT 4 945 (6) led x 1 1/2'TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 395 MP 34 300 (4) 8d x 1 1/2' TO SEAM, (4) 8d x 11/2' TO POST. USP: (4) ad x 1 1/2' TO SEAM, (4) ad x 1 1/2' TO POST. HCP2 645 HHCP 2 800 (12) 106 x 1 1/2' USP: (10) 106 x 1 1/2' TO TRUSS, (10) led X 1 I/2" TO PLATE HIOA 1140 RT I&A 13W (10) 106 x 1 1/2" USP: (9) 106 x 1 1/2" TO TRUSS, (a) led X 1 1/2" TO PLATE VGT 4 HDU4 4540 PHO 4A 5215 (16)-SpS 1/4'x3' TO WOOD, (10)-SpS I/4'x2 1/2' W/ THREADED ROD, (2) NUTSAVASHER/2 PLY USP: 5/8' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) W83 WOOD SCREWS VGT 4 H015 4940 TOX 10 10140 (I6)-505 1/4"x3' TO WOOD, (W-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) -1/8" THRU-BOLTS A13U 44Z 2200 b665 PAU 44 2535 6115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMI-SON ABU 66Z 2300 12000 PALL 66 2380 16005 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM13EP.) IN GONG, (12)Ib6 TO WOOD USP: SAME AS SIMPSON N LTTI9 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (8)led TO WOOD USP: SAME AS SIMPSON rz Q LTT205 +++ 1500 LTS 205 1105 (U I/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 1/2" 2-1/2" _ (� Z HTT4 4455 HTT4b 4160 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN C:;NC, (18) SDMO X 1 1/2' (USP: (20) I6d X 2-1/29 USP HAS MORE NAIL OPTIONS: (20) led, (20) 106 x I-1/2', (20) I6d x 2 1/2' Q HTT5 5090 HTT45 50®5 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONC, (26) I6d X 2 1/2' (USP: (20) I6d X 2-1/2") USP HAS MORE NAIL OPTIONS. (28) led, (28) led x 1-1/2', (20) Ibd x 2 1/2' HHDQII-SDS 2 5+ 11,810 UPHO II 14395 (1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24) S06,14' x A' WOOD SCIREWS (USP: (24) W63 WOOD SCREWS) HD15 6645 TDX 10 10140 (1) 1/8' A.B. IN HIGH STR>_T(GTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/&, BOLTS) 0 M5HA 3.56/1125 3415 5330 NFM35X12U 2590 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6. t5' EMBEDMENT) IN CP1.U. FACE, (18n0d TO SEAM USP: (1) 1/2" J-5OLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/IEDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. 042 led AT J IT 0:� Lil HUSG412 (WOOD) 3635 2660 (FLR) HUS4121F 3e6e 2110 (FLR) !1 0) I6d TO HEADER CIO) Ibd t0 WOOD USP: SAME AS SIMPSON 32" (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) 180e 4920 HD410 P 1305 5000 (10) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (I8) 114' x 3' W83 SCREWS, (10) led TO WoOp. USP (20) 3/16' TAPPER+, (10) led TO WOOD = PUC210-2 (CMU) 1800 5085 HP210-21F 1305 5000 (16) 1/4' x 2-3/4" TITEN 09 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (I8) 1/4' x 3' W53 SCREWS, (10) led TO WOOD. USP (20) 3/16 TAPPER+, (10) led TO WOOD HUG210-3 (CMU) law 5085 HD210-31F 1305 50e0 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (I8) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD LC-4M26-2-SDS 1430 5595 ��26-2 2125 6e65 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 1/2' BPS SOWS TO WOOD, USP (4) 3/8' X 4' (LEDGE 5OLT+t W63 WOODSGREWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST SE FILLED SOLID W/ GROUT. ++ ]Oct COMMON NAILS CAN 5E 61.155TITUTED WITH led x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5CND5EAM WILL SE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL SE 1" Lil I® 0 A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST SE RESPONS151-5 FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS_ WHEN USING ZMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL 5E EvALUATED ON AN INDIvIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCH1TECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-1-IWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5AS-2012 4 USP STRUCTURAL CONNECTORS 201:15-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-4' D5L 2 x 8 5'-4' TO '1'-0' D5L 2 x 10 1'-0" t0 10"-0' DBL 2 x 12 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 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: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" UJ 4.0. 4'-II I/2" 1'-11 I/2' AND UP NUMBBER OP HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF PULL LENGTH SCUDS AT EACH END OF HEADER 1 2 3 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON 5TRONG-TIE OR Ec�UAI.., U.N.O. 2.TYPIGAL HURRICANE: STRAPS ARE AS FOLLOWS, U.N.O-. * TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO MA50NRY/CONCRETE SHALL BE HETA-18 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 5Y TRUSS MANUFACTURER 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOG4TION5, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 8 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES .8 EA. END. CUT PITCH d BEVEL TO FIT TIGHT TO TRUSS AS PER APA RE=QUIRE=MENT5. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 F5C RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 8 SHEE=T D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS E DETAILS. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD.� LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-40'78 www.abdesigngroup.com AA #: 0003325 rb xn3DIV: do LOT: CREEKSIDE LOT #79 PROJECT# 04321.000 XODEL: 4EBB "1828-CALI" QAP.AGE 3WING: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C rARCrff ECTr) STATE OF FLOF;IDA p1IG a 08/10/17 L/4"=1' — 0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� 125V OUTLET 20 AMP SINGLE POLE 110v OUTLET 110V OUTLET In Or OUTLET wIRBD to 5wrru-t GFI IIOV OUTLET EOUIPED WXxRP FAUL INTEIHJPTER (TAMPER RESISTANT TYPE) 220V CUTLET (4) WIRE CONNECTION GROUND T ON OUTLET IN �PIERwRI-Rocr SWITCH SWITCH 3-WAY OPER W4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT GEILIWS LIG04T `®1 VP VAPOR PROOF LIGHT mod\ FEGE88ED CAN WALL SCONCE -(1- PRE -WIND VENT. FAN I OHN PER Sa FT. WENT. FAN WlLKrNT I cpm PER SO. FT. 1 Y.11 1 1 L. A I I /I� FrIMIRE c'6 T T151 I� raPE®r I,I .,moo. , 2-BUL15 WRAP AROUND _ 2'FLUORESCENT 4' FLUORESC=NT 4' TRACK LIGHT L"L;z� PANEL METER SrMGKE DET'EGtOR MATT. SACK -up W/ HARDWIRE WALL MOUNTED SAT'(, BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE SATT. BACK-UP W/ £7/GO CAS MONOXIDE SMOKE D`c IEGTOR HARDWIRE MTER-CONNECTED SHALL SE A DISTANCE OF NOT LESS THEN 4' (JC) PENDANT LIGHT ly If, NATURAL CRAB IVY OUTLET r► TELEF140NE JACK UipWATER h HEATER t0 S!= ELEVATED i DISCONNECT MIN. IS' AFF. AIR CONDITIONING TV. I I TELEVISION JACK O J_pOX AC:GORDANC MARLED AS To SE SUPPORTED IN CEILING FAN/LIGPT ACCORDANCE W/ BOX MARLED AS SUCH FOR FLOOD LIGHT OPT. SECURITY KEYPAD P.M. MJ614-OUTTGN FOR C44IMES use Poor VOT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED r HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HASITASLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FEWCR 5TI4 EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GsFI ® ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO IBE LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150'13 FSCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL SE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FSCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR 5TH ED (2014). 2A METER FIELD VERIFY LOC. M SUITE 24€ PHI=-W1RED�� \ CLOY FAN �\ LIVING ROOM I 24 24 S D. Irt • I S/CO O I Ya22 0• BATHll !'1 I / W.I.C. I �25 BDRM. #4/ DEN 2S n S PRE -WIRED y �' � CLGY FAN 17 J r—— PRE -WIRED 31 CLCm FAN \ \\I 1 I I ---LANAI ---- CEILING y.� MTD. LIGHT 31 TO BE r ` INSTALLED, 1 PROVIDE 1 J-BOX FORT OPT. FAN I tDINING ROOM tjy — OUTLET J SWITCH IN m — — FOR DW CABINET 1 � CYFI -- GrtFI — — - ---- — tr \ 19 14 19 FOPT. 7 \ DW I REF 16 1 \`., SINK KITCHEN 1 01 L__-1 Ff i 31 — PAN. / RANGE 13 SlGO �1,�30 R A I �� Ll —1_A I��F�) OFF. 13 r 13 / j BOLLARD As REQ. J / PER i5LDGY. WALL MOUNTED / CODE LIGHT W/SWITCH IN ATTIC ! ! 13! KEYLESS GFI FIXTURE IRRIGATION CLGY. OUTLET a OUTLET 46" AF.F. GARAGE P.5. FOR GARAGE DOOR 'r— 13 / `---— — — — — — — — — — — — — — — — — — — — — — OPT. COACH LIGHT U 26 HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM.#3 26 26 / PRE -WIRED / CLOY FAN I / /A �. BATH #2 PROMDE SO-D %0" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING 200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE UGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 " 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFC 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 .2526. 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. q2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. /'4AOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFC GENERAL UGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 ARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 391401 SPARE NQTE$: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROMDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROMDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES D. PHONE k DATA WIRE TO BE CAT 5 E. CABLE TV WARE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER, \`\ BDRM•#2 IF20 AMP ELECTRICAL R15ER \ \ NOT TO SCALE. \ �2� 21 GENERAL NOTES: 21 PRE -WIRED @z A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CLGY FAN COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. IT 21 5. ALL CONDUCTORS SHALL BE TYPE THHN/FHWN UNLESS NOTED OTHERWISE. FDOWER COMPANY TRANSFORI-ER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICALLAN 1--1/2" DIA SCHEDULE 80PPVC ROVIDE CONDUIT OR PRO DE13 j12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 902) HOUSE PLAN: MODEL "'CALL' LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5484 2 20 AMP APPLCANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1 RANGE AT NAME PLATE RATING OR COOXTOP/OVEN 1600 12000 1 WATER HEATER 1 DISHWASHER 4600 120o 5000 1 CLOTHES DRYER 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR —..1200 SUBTOTAL OF GENERAL LOAD 36884 FIRST 10 XVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 4OX 26884 VA x .4 10000 10354 TOTAL NET GENERAL LOAD 20354 3.5 TON HEAT PUMP (W/ 61CW EMERGENCY HEAT STRIP) 21 AMP a 240 VA= 3.6 TON COOLING SYSTEM 40 AMP x 240 VA • 9600 NET GENERAL LOAD .NET TOTAL HVAC TOTAL LOAD 20354 9600 29964 CALCULATED LOAD FOR SERVICE 29964 VA/240 K 126 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 10095. REMAINDER a 3r2% NET LOAD: 6,114E VA RANGE: 12,000 a -105K 5,400 VA DRYER: 5,000 6 10% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,48E / 240 = -t8 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT A OVERHANG,) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHAE)E NEMA 3R ENCLOSURE MLO PANEL 150A/2P P'fCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CAEWLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FSCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4074 www.a bdesigngrou p.com AA #: 0003325 19tJEDIV. CREEKSdeIDE I0 LOT7 9 PROJECT# Q4321.000 ]wODETa 4EBB "1828-CAM" GARAGE 8 Wn4G: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF DA) pG XX 4 'l 08/10/17 1 /4"=1' — 0' 7J CALI EQUIPMENT SCHEDULE 3 TONS MFC: CARRIER Cu 25H15C536A ANU FV4CNI5006 NEAT 5KL1 SEER 15.5 SEER TOTAL CAP 35400 ELECTRIC 208/230/INP 5RKR Cu 35 ANU 35 REF LINES 3/4' # 3/5' HVAC LAYOUT PLAN h W W W 0 h G r O E4 BtMDrv. de LOT: CREEKSIDE LOT #79 PztOaEcT# 04321.000 MODEL• 4EBB "1828-CALI" GARAGE 9 Gg: LEFT PAGE: H VAC PLAN L160 MPH EXP. C (U b REOAR VDVIC:AL.LY W/ CCNG /� POUR CELL STUDS K• OC- MAX 1 SEE ENERGY CODE FORMS FOR \Y) INSULATION R-VALUES SECURE DOt TO S L TEXTURED FINIS" SIMPSCN BP4 2' S' GMLL �' SECURE DT. 1L ` SL i. THI 2 P81 • 28 DAYS IamcwoF E.. A t 8Hr W/ i' ANCHOR t T' SE 0 QlSLA. W/ IOd - 8 INFORCED W/ iV �, GYP. �' �' -�E1r\CB`NEwOD'I"\T WABFIER " EhIDE Mlti 37' CC AX. L ' O.G. MAX 6 i - WIANIIA U4WY. WOOD BABE IN. OC MAX 1' NOSI IO' a 4 0 L z O STOP 4' CONC. REINFORCED W/ 6')*' _ g A74 Q W1.4XSAA WIIF OR FIHERIEBH ON4' CONC. REML�OIFGED WI b'Xb' WAXIUTA 6-MIL. VAPOR T E GLEE N ON UP OR FIDER'1E8H ON 6-MIL. VAPOR 4' COR r 1iEl D W i11_ ' P`CR !IBER VNIC ON 6-MIL. VAPOR r o RER•FORCED W/ 6'Xi' WAXWIAWELL-COMPACTED CLEAN FILL. I1SF OR FIBER1E81-f ON 6_MIL. V.WOR 3PI ETARDER ON UELL ENT TOCYED 0.EAN RETARDER ON V.ELL-COMPACTED CLEAN ER ON WELL -COMPACTED 0.E TERMITE TREATMENT 70 BE FILL TERMITE TREATMENT TO ! MITE TREAIMETITTO BEBOR.a.-CARE APPLIED AT FRl4`NF�CaBORA-CAFE APPLIED AT FIRAMW x U FILL . TERMIT AREAET D N TTFRAI•IMG. iO l31 b FZEBAR ON CHAIRS 4 0.' !2)bMBARONCHAIRS ARE APPI-(M AT FRAMING:4' I'-D° 4 I -e° 2'-0' EDAR ON CHAIRS 12' MIN. OW (2) % IFSUR ON CHARS N FaawwIi1D 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING W/ BLOCK WALL AT L.B.W. (W/ UPLIFT 1 SCALE, Iff-f-W 2 2 AT L. B. 2 B AT L.B. W. (W/ NO -UPLIFT) 3 STAIR DETAIL NOT USED BG4LE. 1R'.I - V 3 A SCALE: I/2".I'-+a' SCALE, 1/2'.r-o' RERF. W/ 6'xi' WAXWIAO um ON 6-MIL POLY ETHYLENE VAPOR IETAI®ER ° L ON LLELL-COMPACTED CLEAN FILL TW"TE 4' CONC, REINF. LLV 6'x6' WL4XW1A0 WIM STUDS K' OG. MAX -;,I 3 8, TREATMENT SHALL BE BORA-CARE ON 6-MIL POLY RETARDER ON SETHYLEN VAPOR CLEAN 8=8 16' OL. MAX ,,//��,, (1) b REBAR ON CHAIRS ,q' q• FILL TERMITE TREATMENT SHALL 5E SECURE BOTTOM PLATE TO STUD W( SECURE BOTTOM RATE: TO STUD HEAD OF GARAGE SECURE P.T. DT. PLATE TO B IW SIMP80N SP4 •37' O.C. MAX SIMPSON SP4 •32. OZ. I'T VARIES WITH SLOPE MASONRY NAIL • 32' O 1 4 THICKEN EDGE GARAGE STEP-UP HEIGHT OF GARAGE SECURE DT. PLATE TO SLAB x8' \Y/ SCALP -HEIGHT OF GARAGE SECURE 8T. PLATE TO S �'•I'-0' VARIES WITH ELOPE ANCHOR BOLT W/ 2' VARIER WITH 9LOPE ANCHOR BOLL WU 7' R T eECURE BrPftLA9UW/ 5 NON- BEARING �Poxr N32, o` I FORE MIN . 32' oc MAX N MASONRY e.(.� EPoxr NOT RCN � BOLTS o BC%.i6 w W iu W °" .11 . W/ i'xb' WAXWIAO UUM z ly I m 4 ° ON I Y ETHYLENE VAPOR L W€ •T-CAP� D SV 6'X6' WIAXWL4..LWELL-COMPACTED CLEAN Nj, °• • a+_ ° FILL TERMITE TREATMENT SHALL BEIRE8HOV 6-M(L. VAPOR W °. n 4' CONC. REWORDED W/ 6'X6'WIAXWIA 4' GONG I:iEl•YORCED W/ i'X6' WIAXWIA • - a.. REINFORCED W/ 6'X6'WL4XI11A - �.. DORA-GATE -ATMENTED CLEAN 0. 4' CONC. .A0 UUM ON WU.F OR FIDERMESH ON 6-MIL VAPOR WAIF OR FIDERMESH ON 6-MIL. VAPOR PPLIED A i0 M Q 6-MIL µ POR RETARDER tt RETARDER ON WELL -COMPACTED CLEAN z K zw Or OR FIBEREBH ON 6-MIL VAPOR RETARDER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLEAN Z fra . APPLIED At FRAMING. �' v' ° LLEL D AN FILL TERMITE FILL. TER'fITE TREATMENTTO DE £ FILL. TERMITE TREATMENT TO DE E gLL.1'ERMITE TREATMENT TO BE(2) b REBAR ON CHAIRS SFi E RA -CARE - in 4' -®' 4' BORA-CARE APPLIED AT FRAMING. - O 8' 4 4' BORA-CARE APPLIED AT F11Q.NN'lllllCx in 4' 4' BLL IEIR IIT APPLIED AT IgQ.lJ'WNG. A 0. z W 4 4 [2) 9 MBAR ON CHAIRS z I'-8. (2) b MBAR ON CHAIRS .2 -0 (3, b MBAR ON CHAIRS coMI S W b REBAR ON CHAIRS GARAGE STEP-UP 1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. N-BEARING L.B.W. W UPLIFT 2-STORY L.B.W. W/ UPLIFT L.B.W. W NO UPLIFT W/NO UPLIFT AT FRONT PORCHES 6 BTEMWSCALE, EMIN3COUR6ES SCALE: I V 6C EXTENDED FOOTING 4 A , _� EXTENDED STEP 6 A SCALE: I/T�.r-m' 6 B -- sEND D___ O IV GRADE SECURE P.T. BT, PLATE TO py ( ' �. r - RECESS FOR EMBED ANCHOR BOLT UV i' GARAGE DOGMA L7M D.1'WN • 32' \Y)I ��---Pm MBAR VERTICALLY UU CONIC [I; 5 REDAR VERTICALLY y 'x6' WIAMULPO WWM POURED DELL W/OONG POURED CELL / O -MIL Et4TL.ENE VAPOR _ SECURE P.T. m. PLATE TO GLAD W/ 0' CI'1U f RE WELL -COMPACTED V)'XS' ANCHOR DOL7 W/ Y ULip�A�'I!� e' dMu Z L CLE F TERMITE TREATMENT SHALL �4' CpNC. REINF. W/ 6'M' WL4XUAA0 UAU"I ON EMBED. MIN.. 97' OC MAX \ a NOTE, OPTIONAL USIE C)P \Y� W L 0. NOTE: OPTIONAL m 4' 8, 9' 4^-C' i-MIL POLY ETHYLENE VAPOR I�I'ARDER ON _ CONCRETE CURB GARAGE T;,CONCRETE b REBAR CN GFFAIRB I -0 TREATMENT WELL - AC B LEAN rl CARE ITE m 6-MIER ON UFE--TLLYLENE VAPORCOMPACTED GLEAN ALS TO 5E DER BT DIVISION. ID BY S1IJCCO M11LDER Y . .s FILL TERMITE TREATMENT SHALL M STOP Y IEB 9 C CRETE PAD (U b REDAR ON CNAlIS6 Q°, I .W/ 'w'WIAIWIIAOIIUM ° V 11 GARAGE DOOR FOOTING -MIL L HYLENE VAPOR ' 6', a'4-CAS CURB HEIGHT VARIES • ' I!E ON W8LL-COMPACTED CLEAN •n w E _0 FILL TREATMENT SHALL BE w w 0.' w e B(.ALE= IG)'.I'-0' ' - �a DORA-CARE L !3) b I.EBAR ON CHAIRS Q z- • - - Z ` 8 • ° - B' 4' L a e UAIF OR F BERMESFB ON 6-MIX6' W IA 6' I' I�CE88 FOR 8' 3 VA-Pes (2) b REBAR ON CHAIRS 2'-O' al O 4' GONG UNFORCED W/ 6'X6' WL4XWA = e ° RETARDER R r9WWELOCOMPiL. VAPOR CLEAN F � 3' L -_ WLF OR FIDER°1ESH ON 6-MIL VAPOR • '� FILL. TERMITE TREATMENT TOME 'g (U b- ..� RETARDER M HELL -COMPACTED CLLAN _ "' u I 4 ' • DOR.4-CAR£ APPLIED AT FRA"•IMGs. a g - FILL. TERMITE TREATMENT TO BE °. k GARAGE STEP-UP I3oRA-CARE APPLIED A7 FRAMING. 0. 2-STORY L.B. W. Y q = T (2) b REBAR ON C4AIRB O 8' 4' (3) b REDAR CN CHAIRS ? : ° / FOOTING L m ?' m u z GARAGE STEP-UP @jEqX�T.ENDED cALE: lrz'=r-m'mg ° //9°i-STORY L.B.W.1-STORY FOOTING 2-STORY FOOTING W/ UPLIFT EXTENDED BLAD I IR' CURB HE e AT GARAGE z G D EXTENDED FOOTING 8 A AT GARAGE SLAB AT S.G.D. m SCALE: I!!'=1'-0' a' DR ) .i-0 SCALE: IQ'.I'_0' 1 Q u ,•2 SHOWER RECESS FOOTER SCALE. I'.I'-0' Z- (I) R9 REOAR VERTICALLY lW CONC. }_ POJ�D CELL - ... CONC- REINF. W/ 6'x6' WL4XWL40 W11TT BEE ENER'.Y LADE FORMS FOR = ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES '° RETARDER CN WELL -COMPACTED CLEAN TEXTURED FINISH - F(LL TERMITE TREATMENT SHALL BE 6' cm �A-� (2) b REDAR ON CHAIRS °aJ WOOD;A EDD' 3 AB AT GARAGE GROUTED DofaD BEAM 7 SERVICE DOOR TIE VERTICAL REBAR VARIES PERELEV. YYY ( E. O'-O' FIN. FLR TREBAR W/ 10' HOOK E TIE VERTICAL REBAR .. 'a 4 C4%%T'ED BOND REAM C ° ° TO MBAR I/x HORIZONTAL. HOCK N a NOT USED cAux ° . FEU'IFORC'ED W/ 6'X6' ° /* �- YARIE$ PER ELEY. Y/WES PER ELEV. A UUF OR FIBERMESH ON 1 e �Tl_ 6=1 I -C COI RETARDER ON NOT USED = ^ G107NUTED BOND BEAM ro WELL I COMPACTED CLEAN FILL. / .�: YFJQMIYE TRF_A7METlt to BE POURED LIN . [ J } VIE FRAMING. RE APPLIED AT"e., S' CMU ED L I I. LINE 'z 0. (3) b REDAR ON CHAIRS •� ; 2X WALL g CMU m U 6' PVC CHASE THRJ FOOTING ° (4)JOC'I' ANCHOR BOLTS a (4) 'XT' " M V.0. J-BOLTS MIN. 9' EMBEDMENT W/ 7'X7'XI/e' .'�I/2, DRYWALL [ 7 I�ggpt ON CHAIRS NWAdIER AND NUT SPACED EVENLY FROM -WOOD DARE 2-STORY < OOR TO BOND REAM. SET IN JOINTS (3) b REBAR ON CHAIRS °° - ° 2-STORY FOOTING PRIOR TO NLLING-(SLEEVED ANC44OR IN - -- SOLID POUR ACCEPTABLE RETROFIT) 13 W BLOCK WALL QT./INT. FRAME WALL TO /SCALE' In"=r-& 15 BLOCK WALL CONNECTION (U b RE9AR VERTICALLY W/ GONG POUR CELL 8G4I_Ee IA'.I'-0' . a' SEE ENERGY CODE FORMS FOR n INSULATION R-VALUES - 4.4 -_ 8' Cmu 0. °. C RrMIRED 0. - - L1.EANOIIT REQUIEM 1 GAS LINE THRU BLOCK in, GYP. WL. MR PartcrIGN FOR INOMCIMN ' - Z WOOD DABS Z � a 4' GANG, RDU�F. LW` 6•x6' WVXUL40 WWM � T .•°�.•. / j ON 6-MIL POLY ETHYI�I'E VAPOR L "' L RETARDER ON HELL -COMPACTED CLEAN C-0' FIN. PLR d-0' FK PER. - I: PILL TER-11% TREATMENT SHALL BE m O BORAH:ARE a TE VERTICAL REDAR i n (I) b IEVB.L'a SET IN 81MI•BON HKsH 1g , ','.a 6114194TH EPDXY 6' EMBED. MIN. ° °° . v TIE VERTIGAd. REDAR • (2) b REBAR • 1-STORY 8 TO HOR IZONTAL b . TO HORIYCAL R s (3) b REBAR • 2-STORY z - + +-. --.. e.:' R6TAR WV 10' HOOK ' .e'_ _ MBAR WV 10' HOCK OUTSIDE REDAR TO BE ° ° 6' PVC C2fASE THRU F0011'1Gr { ram.. ��!+' 4i'� S'!• CONTINUOUS 4' CONC- IEINF. W/ 6-xi' WIAXWL40 .:� - .a . (U b VERT- DOWEL a- • ' WLLM ON 6-MfL POLY ETHYLENE ° ° u T LAPPED WY DCND BEAM U f VAPOR RETARDER ON �� _ (U'b REBAR AT COR EM E WELL -COMPACTED CLEAN FILL °^ ° ° . e W/ 26' LAP MK (2) REDAR ON CHAIRS TERMrrE T1EaTMET1r SHALL 13E m$ e 4 (3) b REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT B°RA-� 2'-1' MIN. LAP q 2-Brow HORIZONTAL/VERTICAL TYP. RETROFIT FOR PIPE THROUGH REINFORCING F, BEARING CHANGE A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTINGGrALM CAT LINTEL CORNERS D W BLOCK. WALL_ SCALE: 4IC ALL EX7ERI0R F00'r1EF?.S Arr 17I7NTIS7-I STAB'S TO BE MIN. 12" BELO N" t l'-Z1DISTZTRBEIJ SOIL CONTROL DATE: 07/01/15 ARC H ITEC T S Design GrOU I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F y L4 U rq Txl 0 0. Q �•i stmn1Y. ac LOT: CREEKSIDE LOT #79 P1iOJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE 8TrlIWG: LEFT PAGE: MONO]LJITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA PIG 08/10/17 E: 1/4"==1'-O" T 2x4 BLOCKING BETWEEN TRUSSES w3O FELT PAPER INSTALLED FF''—WHERE "X" BRACING IS PRE5ENT 30 EPSHINGLES OVER PER FBCR R905.2.1 ON �r" O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR �" CDX PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER OVER 030 FELT PAPER INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE INSTALLED PER FBCR Rg0$2.I ON '" O.SB. (�" CONT. 2x4 RAT RUN SECURED W/ r6 Try. l2) 12d's 0 EACH TRUSS R90521 ON �r." O.S.B. SHEATHING OR 2' CDX o.H. TO BE INSTALLED a MID. POINT SHEATHING OR }" CDX PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN, OR 10'-0" O.G. PLYWOOD SECURED FASTENER SCHEDULE 5TIFF15ACK At ALL UPRIGHTS PER FASTENER 2x4 OR 2x6 FASCIA PER MAX. SCHEDULE OVER 410" HIGH (SEE SEALED ELEVATIONS ENG. FOR SITE AND CONDITION) SEE ENERGY CODE FORMS FOR INSULATION R-VALUES VENTED ALUM. SOFFIT MTL. DRIP EDGE fiY�. ? PRE-ENG WD. TRU55 24" O.G. STIFFBAGK At ALL STRENGTH H CLG. BOARD M 50ARD OR " HIGH SEE ENERGY COPE FORMS FOR o.H- MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER i ELEVATIONS HIGH (SEE SEALED ENG. MTL DRIP EDGE _ GYPSUM BOARD FOR SIZE t CONDITION) OR �" HIGH CONT. 2x4 RAT RUN SECURED W/ 4- 2x4 NAILER STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d's is EACH TRUSS O.S.B. SHEATHING OR J' GDX 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER 2x4 24" O.G. m INTERIOR KNEE ELEVATIONS GONG. FILLED LINTEL BLK W/ fU WALL SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE Gil SHEET P2 - p5 REBAR CONTINUOUS WEEP SCREED INSULATION R-VALUES OR 1/16" ZIP SHEATHING SYSTEM (SEE DETAIL 5/D3) CONC. FILLED LINTEL BILK W/ (1) VENTED ALUM. SOFFIT (INSTALLED PER MANUF. SPECS.) z" PRECAST LINTEL 2X6 BOARD OR SECURED TO 5/0" GYPSUM BOAROR 1/2" 0�7 REBAR CONTINUOUS EMBED. STRAP VERIFY TTP. MASONRY w/ 1/2"xS' A.B. HIGH STRENGTH CLG. BOARD -1/5" THICK, 3 COAT PORTLAND W/ TRUSS PLAN 71 O.H. SEE ENERGY CODE FORMS FOR W/ 2" DIA. WASHERS, -t CEMENT PLASTER OVER PRECAST LINTEL A INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -SLOP EXPANDED GALV ID METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE INDOW ATTACHMENT AS PER THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK �} ANUFAGTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRYINFORMATION) PRECAST SILL BLK. W/ (1) +'S REBAR MANUFACTURES SPECIFICATIONSPRECAST SILL CONTINUOUS OR 'T/16" ZIP SHEATHING SYSTEM (1) 05 REBAR VERTICALLY W/ (INSTALLED PER MANUF. SPECS.) GONG. POURED CELL PRECAST LINTEL j PRE -CAST CONC. SILL WEEP SCREED f11 45 REBAR VERTICALLY W/ F (SEE DETAIL 5/D3) CONC. POURED CELL 5/6' THICK, 3 COAT Ix2 P.T. FURRING STRIPS m 24° O.G. Ix2 P.T. FURRING SCRIPS 16" O.G. PORTLAND CEMENT Ix2 P.T. FURRING STRIPS ® 16" O.C. PLASTER APPLIED 1/2" GYP WL BD SECURE GABLE TO 2x6 P.T 8' GMU DIRECTLY t0 MASONRY WOOD BASE PLATE W/ 126's 8' O.G. MAX 8" CMU I/2" GYP. WL. BD. I/2' GYP. WL. BpSECURE. J' x9ANCHOR 15OLT W/ 2' WASHER WOOD BASE z p VERTICALLY W/ CONC. (I) M5 REBAR WOOD BA5E POUREpELL p ° SET IN 5IM105ON HIGH STRENGTH all EPDXY 1" EMBED. MIN. 0 32" OG ' MAX. T.s/s" THICK, 3 COAT PORTLAND j u CEMENT PLASTER APPLIED Lu I z DIRECTLY TO MASONRY z 1-STORY 1-STORY GABLE BLOCK 1-STORY GABLE'-- NOTE: (:0RALN_L/ LW% VAULT C LG. PER r5CR 905.2.1 - 1=OR ROOT= SLOPES 2:12 To LE55 TITAN 4:12, A (2) LAYER UNDERLAYMENT 4"=I'-0° SCALE: 3/4"=I'-0" 3 BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES O1= 4:12 OR GREATER, (i) LAYER UNDERLAYMI=TUT IS SCALE: 3/4"=1'-0° PERMITTED 8UT MUST BE PER A5TM D22h TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6rt5-t 2x4s 2X4a 2X6 P.T. SECURED t0 IX4 DIAGONAL BTM. SECURE to R DRIVE w/ IN SECU SECURE to BLOCK uuY.i MASONRY W/ SECURED A.B. O CHORD BRACING. fMN. SPANK OR DRIVE PIN SECURE TO BLOCK W/ IN TAPGONS OR DRIVE PIN SEE PLAN FOR (INN. SWANK M ..10 TIN. SPAONS OR DRIVE PIN (MIN. SHANK SIZX .14$ 2" DIA. WASHERS, 7" MIN. MIN. HEAD SIZE 300 (MIN. SHANK SITE .145 SIZE HEAD 300 MIN. EMBEDMENT I Y4') MIN. HEAD 612E 300 MIN. 8' CMU EMBEDMENT WITHIN W OF LOCATION WITHIN 8' OF EACH END 4 MIN. EMBEDMENT I Ya') N01'E: STRUCTURAL 2X MUST BE WI µIEMBEDMEENT 149 ! NOTE: STRUCTURAL 2X MUST BE X' DRYWALL EA. END, 32" O.G. MAX IN 8' CMU IV O.G. MAX SPADING. NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END a ON OUTSIDE ! SECURED I'X4' OR V L P.T. NAILER PRE-ENG'D WOOD K' DRYWALL ON OUTSIDE ! SECURED THROUGH ON OUTSIDE 4 SECURED IS' O.C. MAX SPACING. TRUSS (TYP) to 24' I'X4' OR I'x9' P.T. NAILER 2X&= NON-STRUCTURAL �([,' TAPCON IS O.C. MAX SPACING. THROUGH NON-STRUCTURAL 34'®rjx4 P.T. OR %'X4' MIN SECURE tHRU FIELD• THROUGH NON-STRUCTURAL �(�,' 2X6 SECURE TO BLOCK W/2-%' MIN I-Yi EMBEDMENT IN70 2X6m TAPTON MIN. I-Yi EMBEDMENT ❑ PRAME ! EMEND 144 INTO BLOCK W/ O.C. MAX Ix4 P.T. OR 0/4'X4' MIN. 7APGONB OR DRIVE PIN SECURE t0 BLOCK tAPTON MIN I-Ya' EMBEDMENT SECURE t0 BLOCK INTO BLOCK �4 TAPGON6 OR DRIVE PIN 51MPSON EXTEND I PRAPiX 4 BLOCK INTO BLOCK W/I-1l4' YAPCK7N8 OR CTYP) VERIFY (MIN. SHANK SIZE )45 DRIVE TAPCONB OR (MIN SWANK OR .145 ❑ EXTEND PC INTO BLOCK MIN. HEAD SIZE 300 DRIVE PIN DRIVE AN MIN. HEAD SIZE 300 ® HETA-I6 W/ ' tAPGONS OR DRIVE ' CP'IJ MI N SHANK SIZE .145 PIN MIN. EhIBEpT'EANT I Ya') :DRYWALL (MIN SWANK SIYX .IdS S: CIMU 'CMU MIN. EMBXDMDNT I -A' MIN. HEAD I' 300 W/ TRUSS PLAN WITHIN B' Cr EACH END ! MIN. HEAP SIZE 300 : DRYWALL 'DRYWALL WITHIN 8' OF EACH XNp ! IS' O.G. MAX 46 MIN, SHANK SIZE 0 18' OL. MAX SPACING. 'X4' OR ('X2' P.Y. NAILER MIN. EMBXPMENT 149 MIN. EMBEDMENT I Y4') I'X4. OR I'X2' P.T. NAILER SPACING MIN HEAD 612E 300 2X8+® ❑ 'X4. OR I'X2' P.T. NAILER WITHIN 8' OF XAGH END ! MIN EM15EpME1T I-Y4' 81 O.G. MAX SPACING. ! WITHIN 8' OF EACH ELAND 4 SECURE TO BLOCK WR-'Ni' N[,' 0813. X 4' MIN. 18' OG MAX OPACING, 18' O.C. MAX SPACING TAPGON6 OR DRIVE PIN 2XO� 2XB� N`' OAS. X 4' MIN. DOOR CASING (MIN. SHANK SIZE J45 DOOR CASING secom TO BLOCK WA -Vol DOOR CASING 7APGONS OR DCURE TO R ve PIN DOOR CASING DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PM DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN EMBEDMENT 141) (MIN. SHANK SIZE .148 DOOR JAMB OR WINDOW (MIN. SHANK SIM J45 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPACTUINES ATtAOH TO 2X PER ATTACH TO ZX PER MIN, HEAD SIM 300 ATTACH TO 2X PER DETAILS. WITHIN 8' OP SACH END ! MANUFACTURES OXTAILS. MIN HEAD SIZE 14 ATTACH tU 2X MR MANUFACTURES DETAILS. IV OL. MAX SPACING. MIN !EMBEDMENT I Y4') MANUPAGTURXB DETAILS. MIN. XMBXDMENt I Ya') MANUPAGTUR=$ OXTAILS. WITHINS' OP EACH END ! NOTE, SHIM AS NEEDED TO PLUMB NOTE, SHIM A0 NEEDED TO PLU9MB NOTIE:6-IrMAGNEEPEPTOPLUMM 10' O.G. MAX SPACING. WITHIN 8' OF EACH END ! jam' SHAM AS NEEDED PLUMB NOTE: Do A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') JAMB (D0 NOT EXCEED Yi) BC ' O. MAX SPACING, JAMB (p0 NOT XXCEDDYi) JAA,MB [DO NOT EXCEED Yi) JAMB (DO NOT EXCEEDY') DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15 //Is" DOOR JAMB TO BLACK +3" DOORJAMB TO BLOCK +9-7/18" DOOR JAMB TO BLACK +3/4 OR +5/4 i WINDOW TO HLOCK +3/4 OR +5/4 WINDOW TO BLACK +1-15/18" 11IItDOW TO BLOCK +3" n WINDOW TO BLACK +3_! /18" /"1 WINDOW TO HLACK +3/4 OR +6/4 " SG E: ` WAC�^ SG : 3/8'-I-0' SCALE: ,-O' 2X4w 2X4:0 2x4:. SECURE TO BLOCK W/ 3W 2X4i SETURI= TO BLOCK W/ Vol SECURE To BLOCK W/ W TAPC 4S OR DRIVE PIN SECURE TO BLOCK W/Ya' T 54A OR DRIVE PIN (MIN. TAPO" OR DRIVE PIN (MIN. SHANK SIZE .148 TAPOONS OR DRIVE PIN IN SHANK SIZE .I45 (MIN. SWANK 812E .145 MIN WXAD SIZE 300 (MIN. SWANK SIM .145 CONC. POURED MIN. WXAD SIM.300 MIN. HEAD SIM 300 MIN. EMBEDMENT I Yi) WITHIN MIN. HEAD SIRE 300 ® LINTEL COURSE MIN. EMBEDMENT 149 WITHIN MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 18' O.C. MIN. EMBEDMENT 1 Y♦') s' OF EACH END 4 18' O.C. NOTE: STRUCTURAL 2X MUST NOTX: STRUCTURAL 2X MUST 8' OF EACH END 4 18' OC. MAX SPACING. WITHIN 8' OF EACH END ! MAX SPACING. MAX SPACING, NOTE: STRUCTURAL 2X MUST 2X6 BE ON OUTSIDE !SECURED 18' O.G. MAX SPACING. BE ON OUTSIDE t SECURED 2X6:m TW CL OUTSIDE ! SECURED THROUGH NON-STRUCTURAL THROUGH NON-STRCTURAL 2Xba® SECURE; t0 BLOCK 2X6m SECURE TO BLOCK WR-%' SECURE TO BLOCK W/2-%' tHRCUGFI NON-6TRUGTIIRAL W/2-%' TAPOONS OR 34' TAPCON MIN I-Ya' SECURE TO BLOCK WA-1/4' V TAPCON MIN 1-Y4' tAPOONB OR DRIVE PIN TAPCONS OR DRIVE PIN % TAPCON MIN. I-Y4' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK "s RiNc, SHANK GUN NAILS ® 4' Oc_ (MIN 51 LANK SIZE .145 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK. (MIN SHANK SIZE .14b (MIN. SWANK SIZE .14$ �- toP a so7rori i=arL5 MIN. HEAD SIZE 300 MIN. HEAD STYE 300 MIN. HEAD SIZE 3o0 MIN HEAD 61M 300 I �I` IX4 SYP LATERAL MIN. IN V 01-ENT 149 Lr MIN. EMBEDMENT I Yi) UItHIN 8' CMU MIN. EMBEDMENT I YE) DRYWALL MIN EMBEDMENT I Y4') 8' C'1U RE- INFORGINCx 36' O.C. WITHIN 8' OP XATW END ! 8' OMU 8' OF EACH END 4 Is' O.C. WITHIN 8' OF EACH END IVOr— MAX SPACING. 14� DRYWALL ! IB' OG. MAX SPACING. I1X4' OR 1'X2' P.T. NAILER g1tOIG. MAX SPACING. ! %S� DRYWALL K' DRYWALL MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2X8=m 2ND 2X SECURE TO ❑ I'X4' OR I'X2' P.T. NAILER MAX ®TRUSS BTM. 2X8:® ❑ I'X4' OR 1'X2' Pt. NAILER 2xem 2X8� - CHORD, SECURE W/(3) 106 SECURE TO BLOCK W/2-%, OOR CASING SECURX TO BLOCK W/J-V*' rp-orroARC RCASING SECURE TO BLOCK STRUCTURAL MXMBXR SECURX TO BLOCK WA-1/4' ' P.T. X 4' MIN. NAILS 6 EA. TRUSS TAPOONS OR DRIVE PIN TAPCONS OR DRVX PIN W/1-%' TAPCONS OI W/(2A2d WITHIN 8' OP EACH TAPTONS OR DRIVE PIN OOR CASING (MIN. SHANK SIZE J45 MMIK SHANK SIZE .14S DRIVE PIN END 4 V TO 8' O.C. MAX (MIN SHANK SIZE J45 CHORD MIN. HEAD SIYE 300 DOOR JAMB OR WINDOW MIN. HEAP 612E 300 JAMB OR WINDOW IMIN SHANK SIZD .145 ooR CANINGMIN. HEAD SIZEDOOR JAMB OR WINDOWMIN. EMBEDMENT I Yi) WITHI AttAGH TO ZX PXR MIN. XMBXpMENT I Y<') WTWINH t0 2X PER MIN. HEAD SIM 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') c0 8' OF EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OP EACa END 4 IS' OL. MANWACTURES DETAILS. MIN, EMBEDMENT I Y4') TTACW TO 2X PER WITHIN e' OP EACH END ! ATTACH t0 2X PER MAX SPACING. MAX SPACING WITHIN 8' OP EACH E1ND 4 MANUPACTEftS DETAILS. 18' O.G. MAX 8PAGMfs. ANJPACTURES DETAILS. . SWIM AS NEEDED TO PLUMB NOTE, 614 M AS NEEDED TO PLUMB Is' O.G MAX SPACING. NOTE. SHIM AS NEEDED TO P-UfiB NOTE: SWIM AS NEEDED TO PLUMB Z JAMB (DO NOT EXCEED Yi) JAMB (DO NOT EXCMD Yi ) DOOR JAMB TO BLOCK +1-1 2" JAMB M TO NOT EXCEED Al; JAMB [DO NOT EXCEED Yi ) �, DOOR JAMB TO BLACK 2 1/j" DOOR JAMB TO BLOCK +3' DOOR JAMB D BLACK 3+ 3/4" in>1 WINDOW TO HIACK +1-1 in>1 WBIDOW TO HLOCK +2 1 4 V_/ WLNDOW TO BLOCK +3" R WINDOW TO BLOCK +9 3/4" " SCALE: 9/S'•I'-0' u 6GALE: 3/8' AVI nF SCALE: S/8'=I'-0' " SCALE: 3/8!I'-0' FASTENER SCHEDULE NAIL REQUIREI"iENTS TOP CORD BLOCKING At 4' �° � � � �— vnnt nlnpuoniM USE 't/16" OS$. OR I/2' CpX PLY WITH � RING SHANK GUN NAILS AT 4' O.C. At SUPPORTED PANEL EDGES AND •8 RING SHANK GUN SIZE HEAD LENGTH DIA. EN S SILE TR. O.G. MAX. IN FIRST 2 FRAMING Y e t � : tYP. EXt. SHEATHING ATTACHMENT z NO I SPACES AT EACH END. FOR SHEAR 4 UPLIFT (OS.B. To BE STRUCTURAL ' I 8d ROUND MODINED OR 7 1 -1/8" .113 1'10,000 NAILS At 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "8 GUN NAILS O 4' O.C. RAFTER OR TRUSS GRADE) CONNECTORS FROM SCUD t0 PLATE ARE z --\ ROOF SHEATHING NOT REQUIRED EXCEPT ®OPENINGS i1? ) _ 3 08 2' DECK SCREWS ®6'-8' O.C. MAX o EDGES t 12' O.C. z w 10d ROUND MODIFIED T 2 I!8' 128 I10fd00 _ EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF INC. STAPLE, NAIL p -" a> w MAX IN FIELD. UNTHREADED SHANK To EXTEND BEYOND' 0 Fu z 8 RING SHANK GUN NAILS USE 1/2'AT CDX OR T/I6' OSB PLY WITH "8 RING SHANK GUN NAILS AT 6' Off. At PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP t 4 TOOL ASSOCIATION 1 0113 INCH NOMINAL SHANK DIAMETER z b w Q THICKNESS OF SUB -FLOOR SHEATHING i u a 6' O.C. IN FIELD BOTTOM PANEL AND A'8 RING SHANK GUN NAILS At 6' O.C. At 2 RING DINER OF 0D12 OVER SHANK DIAMETER -- Q_ h z INTERMEDIATE SUPPORTS OR T/I6' ZIP SHEATHING SYSTEM 3,16 TO 20 RINGS PER INCH D v (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FLL L ROUND HEAD DIAMETER ROOD SIEATI INS LAYOUT NOTbR_jiVfrp ( M" fk�"'I WF. SPECS.) AGCEPiABLE FASTENER FROM ANY MANUF CURER -ROOF DESIGN PRESSURE BASED ON WORST CASE 5. 2 INCH NAIL LENGTH BUILDING LENGTH AND ENDWALL BRAG ING TYP. 3/4" ttG SUP. -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTAGHM6NT SCENARIO FOR _ _ TOR G4 LE END I=RAt LING ALL EXPOSED MEMBERS FOR ROOF SHEATHING (OSB. TO BE STRUC;TURAL ZONE 3 GRADE) A R C H IT E C T S pDesign 1 DU lnc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w U w Is 0 0. N8 G w h A mop StTHDIV. dC LOT: CREEKSIDE LOT #79 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE 9VMjxG: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 08/10/17 1 /4"=1'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R905.2.1 ON a" O.S.B. TRUSSES AT FIRST (5) FIBERSLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR }" GDX BAYS 4'-0" O.G. (AT *30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGsLASS SHINGLES OVER SHEATHING: SEAMS) PER FASTENER � APPROVED EQUIVALENT) ON OF INSULATION FOR SCHEDULE EMBED. STRAP 30 FELT PAPER INSTALLED O.5.B. SHEATHING: OR � GDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBCR R905.2 1 ON " PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENG WD. TRU65 ;, PLAN O.S.B. SHEATHING OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER - —'- PRE ENCx TRUSS j' FASTENER SCHEDULE I�� • MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE: TYP, MTL. DRIP EDGE 5EE ENERGY CODE FORMS FOR INSULATION R-VALUES o.H. PRE-ENG WD. TRUSS WOOD SHEATHING: 2X4 OR 2X6 FASCIA 2X4 OR 2X6 FASCIA 24 O.C. MAX. 2x4 OR 2xro SUB -BAND FOR INSULATION R-VALUES. PER ELEVATIONS 5/8' GYPSUM BOARD OR 1/2" � T PER ELEVATIONS CxYPSUM BOARD OR 2" WRB LAYER M, HIGH STRENGTH GLG. BOARD PER ELEVATIONS CONT. 2x4 RAT RUN SECURED HIGH STRENGTH GLGx. STUCCO WRAP VENTED ALUM. SOFFIT DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's g EACH TRUSS VENTED ALUM. SOFFIT WRI5 LAYER n, FORTIFIBER B0ARL> TYP. WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORTIS FOR BUILDINCx PAPER I/2" CpX OR �/16" OSB INSULATION R-VALUES METAL Lai o.H. PER WINDOW OPENING 5EE SECURE TO WALL PER 1,000 UPLIFT — SIMPSON i, FasTEN To WOOD sTRicruRaL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR SP2 EA. MEMBER ®7" O.C. MAX I/2" CDX OR l/16 055 DETAILS 1/2' HIGH STRENGTH CLG. SECURE TO WALL PER ON SHEET D2 BOARD 2x8 SYP *2 ZXS SCUD ? �-1/8' TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" ZIP DBL TOP FINISH • WOOD MANUFACTURES SPECIFICATIONS SHEATHING: SYSTEM DOUBLE TOP PLATE "M" TYPE CONTROL JOINT ON SHEET T I WINDOW HEADER SIZE VARIES PLATE OR 7/16' ZIP WINDOW SILL (INSTALLED PER -FRAME TO BLOCK SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE ZIP SHEATHING SYSTEM (INSTALLED CONNECTION SEE DETAIL 2x6 STUDS a 16" O.G. MAX W/ HEADER SPAN CHART FOR 15/DI (INSTALLED PER PER MANUF. SPECS-) OR 1 MANUF. SPECS.) INSUL., SEE ENERCsY CODE DETAILS 2 DRY WALL - 6' METAL LATH STRIP FOR`'IS FOR INSULATION WIND t CH Nt AS PER „ f`` -6' WIDE STRfP SELF 1/8" THICK, 3 GOAT R-VALUES MA tU 5 cIFICAt1ON5 DIA ANCHOR BOLT ADHESIVE: FLASHING, CLEAN 1/8" THICK, 3 COAT AT fro' O.G. MAX WITH T' MASONRY BEFORE APPLYING CEMENT PLASTER' T 4 G SUBFLOO LUEED AND CEMENT PLASTER IN 51 >_ WALL EMBEDMENT AND 2" TEXTURED APPLIED t0 METAL SCREWED ASP F tENER LATH OVER 2 LAYERS SCHEDULE EEt 2 APPLIED to METAL 6 S ® 16 O.G. MAX W/ SHEATHING: DIA. WA51-4ER FINISH a MASONRY OF GRADE LAYERS LATH OVER 2 LAYERS L., EE ENE(;sY CODE : OF GRADE 'D, 5 FOR INSULATION 2x8 SYP 02 8 CMU BUILDING PAPER OR BUILDING PAPER OR ON WOOL-.) STUDS ON Pi PAPER BACKED LATH PAPER BACKED LATH A. X OVER AN APPROVED t e G AT GLUED AND AT 12 O.G. MAX u VERTICAL CONTROL OVER AN APPROVED SCHEDULE os�PE PER FASTENER BETWEEN DISSIMILAR HOUSE WRAP HOUSE WRAP 2x8 P.T. SYP *2 \ o SOLE PLATE (1) COURSE TIE -BEAM ATERIALS (4) DETAIL 5 '' POURED SOLID WITH PRE-ENG FLOOR TRUSS Z SCALE: N.T.S. (INSTALL PER MFG. SPEC5.) W Z CONCRETE. IZ *5 � .� REBAR HORIZONTALLY CONC. FILLED IN L jf' GYPSUM 50ARD OR �' HIGH lam? O -J 3/4" T 4 Gs SUBFLOOR GsLU3~p DEt 5 L� WEEP SCREE PRECAST LINTEL AND SCREWED AS PER I D STRENGTH GLG. BOARD U ASTM 926-C bU2) FASTENER SCHEDULE 4N BLK W/ (IJ "5 B — JfN 1x2 NAILER/DRAFT Stop (IRETELL FLOOR . 5PEU55 � lu (SEE I WINDOW ATTACHMENT AS SHEET p2 (INSTALL PER MFG. SPECSJ " GYPSUM BOARD OR Z LU PER MANUFACTURES WE ENERGY CODE FORMS HIGH STRENGTH GLG. BOARD U1 U SPECIFICATIONS FASTEN 2X4 RIBBON (PIT. FOR INSULATION R-VALUES CMU) W/ (5) 126 NAILS a H IXZ NAILER/DRAFT StOP O PRECAST LINTEL z *5 REBAR 16" PRECAST SILL TR 5 GONG. FILLED LINTEL BLK W/ O.C. MAX IN (1) *5 REBAR CONTINUOUS Z PRE -ENCs OR TRUSS WINDOW ATTACHMENT AS PER LLI CONCRETE (INSTALL P FG. SPECS.) 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE: ENERGY CODE FORMS (K O POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES Q VERIFY PER a 1(6" O.G. CONC F LE LI L BLK W/ PLASTER APPLIED PRECAST LINTEL PLAN. DIRECTLY TO CIJ M5 REBAR VERTICALLY " (✓ E AR CONTINUOUS MASONRY WINDOW ATTACHMENT AS PER 0 �2" GYP. WL. BD. W/ GONG. POURED CELL MANUFACTURES SPECIFICATIONS O R-4.1 R I B B O N 5/8" THICK, 3 COAT O U . lx2 P.T. FURRING PORTLAND PRE -CAST CONCRETE SILL � INSULATION (1) *4 CONTINUOUS REBAR FASTENING DETAIL STRIPS a 24" O.C. - PLASTER APPLIED WOOD BASE �y 8 CMU DIRECTLYTO (I) "5 REBAR VERTICALLY Q O " SCALE: 3/4"=1'-0" *4 REBAR 48" LONG 1/2" GaYP WL BID. MASONRY W/ CONC. POURED CELL Q r WOOD BASE, Ix2 P.T. FURRING (L Q WI6" -IGGK 24" O.C., < I m'-m" STRIPS ® 24" O.C. Q u � l MIN. 24 IN SLAB -A FIN. FLR. 8 GMU 2TOR NOT '-�" (MIN. rC SHOWNoR 01 1/2' GYP. WL. BD. O IN SL45i CLARITY (5EE ` Z q jr WOOD 5A5E `I SHOP DWG3.) r8 4 tO O a.� FIN FL-R. WALL I 3 1/2' GONG., RE INF. W/ (o"x6 ° WI.4XWIA0 WWM ON 6-MIL EXTERIOR WALL �u ` ° 6HEATHiNG (SEE �4" POLY ETHYLENE VAPOR NOtEs) SECTION — - . s RETARDER ON TO DBL.Etop 1=�a _' WOOD ° 2—STORY 2—STORY -. . WELL -COMPACTED CLEAN wi us- sl3r24 NAIL FILL TERMITE TREATMENT PIFERMANW.SPECS. WALL WALL FRAME TO W SHALL BE BORA-CARE 1 SECTION SECTION LOCK WALL ° 2_=o (3) w5 REBAR CONTINUOUS TION AT TOP SCALE: 3/4" = i' -0" ON CHAIRS OF EXTERIOR WALL SCALE: NTS FIBERGLASS SHINGLES Pr E-F G GABLE TRUSS P15E:RGsLAS5 SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER INSTALLED PER FBGR INSTALLED PER FBCR PRE -ENO GABLE TRUSS (NOTE: EXTERIOR WALL stubs PLACE :TRAPS SPACED SPF STIFFBACK (SEE SEALD TRUSS SPF STIFFBAGK (SEE SEALD TRUSS DIAGONAL BRACE: a (WALL SHEAT-IING NOT AND FASTENED AS R905.21 ON J' OS$. ENO. PACK FOR SIZE t CONNECTION) R905.2.7 ON J" OS.B. ENO. PACK FOR SIZE < CONNECTION) CENTER OF TRUSS SHOWN FOR CLARITY) SHOWN WITH SHEATHING; OR J" CDX SHEATHING OR }" GDX FASTEN STUDS TO BLOCK WALL ADDITIONAL P A 2x4 SPF BLOCKING BETWEEN 2x4 5PF BLOCKING BETWEEN SPAN OR HIGIESt EACH WI 5 PLYWOOD SECURED PLYWOOD SECURED WITH USP MSTA48 STRAP WITH TRUSSES AT FIRST C5) BAYS 4 -0 TR.155E:5 At FIRST (5) BAYS -0' RIDGE. DIAGONAL FASTENERS AS SHOWN. INSTALL PER FASTENER PER FASTENER O.G. (At SHEATHING SEAMS) O.G. (AT SHEATHING SE BRACE t0 BE g ANY :TRAP . EA. END (ux.0) SCH SCHE ULE (I® oN NAIL: MTL. DRIP EDGE 2X4 OR 2X6 FASCI PER ELEVATION SECURED W/ (3) 12 NAILS 1/2, CDX OR -1/16, 0513 SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP 5HEATHIN 5YSTE:M (INSTALLED MANUF. SPECS.) WEEP SCREED, SEE DETAIL 5, SHEET D3 2X6 P.t: SECURE W/ 1/2 "X9' ANCHOR SECU • TRU55 W/ NAILS _.a . UN SECURED W/ I s TRUSS NOTE: NO �' T s I D MTL. DRIP SPAN 15'-0" OR SPACE STRAPS AS FOLLOWS: -110 MPH 'C': 32' O.G. INTO 57 C . P(A X i I/2' DIAGONAL BRACE � EDGE GREATER. REFER TO -Ie0 MPH 'c: 32' O.G. } CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -lbo MPH 'B': 48' o.c. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS - TRUSS 2 ADDITIONAL -140 MPH 'C' BRACE TO BE ANY SPAN SECURED W/ (3) 12d M HORIZONTAL TRUSS TOP OF STUD WALL IV-0' OR GREATER REFER NAILS REINFORCEMENT, SOLE PLATE TO TRUSS E:NG. FOR 5EE FASTENER 5E CURE TO 0-0TO 30-C' (1) ' " ' FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD BACKING TRUSS REINFORCEMENT. D2 FOR SHEATI LING (2) ILS 30'-1" TO 60'-0" (3) `0 0'-0' TO 30'-0' (1) FASTENER PATTERN 1/2, CDX OR 1/16" 055 NAILS X-BRACE (1) X-BRACE TOP of DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP x-BRACE SEECURE t0 WALL PEER tv CENTER AND (2) MAsortRY WALL OF CMU BLOCK WALL 30'-1' TO 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED EQUALY FROM CENTER ® CONNECT BOTTOM of OT M Or X-BRACE (I) X-BRACE ON SHEET D2 A TO CK STRAPTO WALL o CENTER AND (2) OR i/I6' ZIP SHEATHING ;`: t0 END wi PIA, x BRACE DIVIDED EQUALY FROM CENTER SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ 2 —STORY CMU BLOCK WALL LONG TAPCON MASONRY �REWs ANUF. SPECS.) t0 END 2X4 W/ 3/8 ' X 5 LAC: (2) 12d s a EACH TRUSS GABLE END GABLE 032" O.G. MAX. OR 51M SON MSt -C2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) MA, . AGH CROSS a E RUS D AGONAL BOLT 32" O.C. MAX. x BRAcLNG t0 COVER 5-TRUSSES7) P '.2' O.C� MAX. x-BRACING t0 COVER 5-TRUS6ES EXTERIOR STUD WALL CCJNNEC"TION NAIL GABLE to zx6'��: X—BRACING DBL TOP BRACING TO FIRST FLOOR MASON Y WALL 5/g GyvUM BOARD OR I/2 HIGH PLATE 5/8 GYPSUM BOARp OR 1/2 HIGH W/ 126 NAILS 6" O.G. STRENGTIH GLG. BOARD SCALE: 3/4"=1'-0` 2X STUD 16' D.C. MAX. STRENGTH GLG. BOARD SCALE: 3/4"=1'-0° 3 SCALE: NTS -- MAX. A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lSTJBnm do LOT, CREEKSIDE LOT #r79 PROJECT# 04321.000 MODETA 4EBB "1828—CAL-1" GARAGE SMING: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 08/10/17 L/4"=1'— 0" A. *NOTE: NAIL 8I4;�,471-4NG TO ALL 2X AS PER EXT. 5NI=ATI41NG NAILING, Sd 4" O.C. MAX EDGES E 6"-8" OC. MAX IN THE 1=1ELD 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAPPER SIZE A W/ 2'X2"XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) I2d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLt iCs MIN. (4) 10d GUN NAILS - - — DBL. TOP PLATE - DBL. TOP PLATE 2X4 16" O.C. MAX. -- ❑ I 2x4 COLLAR TIE AT EVERY OTHER ER W1 2X4 16' O.G. MAX SECURE 2x4 TO 0 MIN (3) 12cl NA LS OR WOOD Wn-I2d s 6'-S' MIN. (4) 10d GUN NAILS O.C. STAGGERED a m WCLLRE 2X4 W/ 2-1/4' SECURE 2x4 W/ 2-�' - 2x RAFTERS TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES (MIN. SHANK SIZE .145 MIK R © BELOW W/ (MIN_ 6HANK SIZE .t45 MIN. HEAD SIZE 300 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD SIZE 3ID0 MIN. EMBEDMENT I Y4' WAN 8' PLAT TO BLK (3) 10d GUN NAILS s Ea TRUSS EMBEDMENT 1 Ya' WAN EA. END NOT TO EXCEED W/ CUT NAILS. Ea END NOT is EXC BT. PLA 18' O.C. MAX ARCNWA*r SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 2x4 SOLID BLOCKING Bt- PLATE W/(2 X2'A WASHER -BOLTS 4' EAND NUTNT MIN. CREATE VOID PENETRATIION 5ECURE TO SHEATHING 1/2" CDX SPACED EVENLY FROM FLOOR TO 2 BLOCKING In' CDX WITH MIN. 2-12d PER BLK --= GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER SE t HEATHING EA. END PRIOR TO FILLING, PRE-ENG TRUSSES WITH M 2-I2d PER BLK 1-2X6 PT BLOCK s CENTER OF PRE-ENG. TRUSS Ea END EXTERIOR ARCHWAY EXTERIOR ARCHWAY DOOR HEADER W/( "X2'X' J WASHER R ALTERNATE CONNECTION WITH WINDOW scALE: In"=r-0' AANED� N�C?MENT w/ z"xrxlG WASHER 4 CONV. FRAMED ROOF ti 1 SCALE: In'=1' MSTA-24 BETWEEN Eg SCALE: I n' = I' -0' I 2X4 SECURED TO GAB NG W/(2)12d © PRE-ENG TRUSSES W/ TRUSS " Ille UPLIFT NOtE6: CONNECTOR VERIFY W/ SIMPSOM HTSM20 ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 10d TO TRUSS 2X CU D TO MANUPACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND C4) I/4' x 2 I/4" GAB SUCH INSTRUCTIONS ARE MORE STRINGENT W 2A EA. UPRIGHT ---CRIPPLE STUDS s I6' O.C. TPA UPREDS TO CO NT GARAGE DOOR EMAX _ %3 BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 s EA. JACK " IS00 UPLIFT SCALE: In ,1'_0" SPAN CHART. STUD, BOTH SIDES OF (2) SIMPSOM HTSM20 OPENING. INSTALLED ON OPPOSITE L-305L.O FACES OF BLOCK WALL s CDX PLYWOOD 2x SCUDS s 16' O.C. MAX W! GABLE BLOCKING SHEATHAN TRUSS SHEATHING. SHEATHING TO BE 10d TO TRUSS \ i 2x4 BLOCKI NG DOOR WITHIN }' OF WINDOW/ DOOR TAPGONS TO GONT � � s EA. RAFTER AND (4) i/4' x 2 I/4" L-30 Ea RAFTER u2.5 Ea RAFTER 2x4 RAFTER s 24' O.G. I 2x4 FRAMING (TYP) CLOSED VALLEY FLASHING DETAIL %i FRAMED OVERHANG w/ N.TS. V KTS. 2x4 DBL. SP4s32' OG. MAX- 2X4 DBL. 2X4 TOP PLATE TOP PLACE TOP t BOtt TOP PL ,% _ In" GLG, BOARD PRE-FAB PRE-FAB PRE -DAB -FAB TRUSS 1/2' GLG. BOARD TRUSS In" G. B GLOARD TRUSS O TRUSS In" GLG. BOARD CONT. METAL 2X4 WOOD In, DRYWALL w TRACKS, TOP < .( STUDS s16, =(v\ BOTTOM \Y J O.C., U.O.N.In" DRYWALL —.,,,In" DRYWALL 2X4 CONT. 2X4 WOOD T. STRESS STUDS s16" SS BLOCKING O.C„ U.O.N. LOCKING 2X4 WOOD CHANNEL SNAPPED MID -WALL MID -WALL STUDS e24' STUDS 24' OA#%/ SECURE BT. PLATE LAYER f�h2X, SECURE BT. In'X9' TO SLAB w/ 10d O.C. TY P PLATE TO SLAB 32' 7' MASONRY NAIL s W In' DRYWALL 32" O.C. MAX W/ 10d MASONRY E T ATT D t0 EACH NAIL s 32' O.C. 2X4. PT. BID s 12, O.C. MAX SEE FOUNDATION PLATE GONG. SLAB FOR DETAILS GONG SLAB GONC. SLAB - LI o ° o. C. SLAB am FOUNDATION FOR DETAILS SP4s32' O.C. MAX 1—STORY 1—STORY 1—STORY 1—STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS _ (NO UPLIFT) (W/ UPLIFT) 8 S (NON— BRG.) (NON—BRG.) SCALE: 1n'=r-0" 8 SCALE: tn'=r-m" scALE: In"=r-m' SC SCALE: In'=1'-0" ° p Q ° d a a °q . ° d q d ° a PRECAST LINTEL q ° ° �Y 4 y 100 �I TO SECURE Ta r NEED MIN I I/2', L S N y I a ° q 1 In', WINDO UST E a SECURED TO LOG a a q a 2x4 BLOCKS SE 2x TO BLOCK W/ (2) ° �4,'x3' TAPCONS OR DRIVE PIN ° (MIN SHANK SIZE .145) (MIN EMBED. I i") WITHIN 8" OF EACH END AND 18' O.C. MAX SPACING. CMU WALL 4 as a 2 a Q 4 a a � a Q a !� 1 4° a 4 a a 4 a a ARCH WINDOW FRAME OPENING-\ OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADE SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) L JACKR STUD ASSEMBLY TO BE SECURED ONE PLY s A TIME. USE 120 NAILS, TWO WITHIN 6' FROM EACH END f NO MORE THAN 12' O.C. STAGGERED � In"x9' A.B. MIN. 7' CAP CONS 7EMBEDME M8' FROM EACH MIN a' COVER TYP. INTERIOR END < 3a' o.G. MAx. z' APART OPENING WD FRA 6104 OR H5 s TOP AND qj_)11'�DOOR SCALE; In"=r-0' BOTTOM PLATES s EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES OF OPENING. 12 RETROFIT LINE OF SLAB N.tS. "5 REBAR VERT. IN /-- CORNER BEAD SOLID GROUTED CELL SEALANT t 6/8'ROD THICK 3 COAT--� 8 CEMENT PLASTER CEMENT U WE APPLIED DIRECTI-,r TO \ STRUCTURAL FOR IT REINFORCEMENT MASONRY" j / �2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REQ. i FROM MIAMI-DADS + �t •. '� COUNTY �WEAT4ER STRIP MOULDING ALL r AROUND (BY GALV. STEEL DOOR MANUP.) TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl 1/4' LAG GALV. STEEL-- �,-OVERHEAD DOOR em us VERTICAL TRACK 1' MIN. BY OTP5mS BY MAUF. SLIDE FASTENED TO ROOM TRA[)K BRACKETS SCALE: 3/4"=1'-0" W/v4'-20xin' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: In"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MT6-12 PRE-ENG TRUSS PRE-ENG.TRUSS DOUBLE TOP PLATE 2x CONTNNOUS STRESS DBL. 2X TOP PLATE z = SP4s32' O.C. MAX I BLOCKING MD WALL �/16' OS.B. a 2x 5=5 s 16' O.G. MAX, OR't/16' ZIP SHEATHING U.O.N. SYSTEM (INSTALLED PER MANUP. SPECS.) 3' T t G SUBFLOOR GLUED 2X BLOCKING s AND SCREWED AS PER TOP OF FASTNER SCHEDULE In' CDX z IST F6qqR STUDS TO v a scAups 2x scups 16' O.C. MAX w MST-36 s 32' 2X BTM. PLATE AX 3/4' FLOOR DECKING MSTA-36 32' O.G. MAX PRE- ENGINEERED FLOOR GIRDER o PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTNNOUS STRESS BLOCKING MID WALL Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS s 16' O.G. MAX, W/ 1/4" GAP FROM BLK. TO O.S.B. U.O.N. In' GYP. WL. BD. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT SECURE BT. PLATE TO PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN 61=4s32' O.C. MA SLAB W/ }'x9" ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLL W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. $IMPSON HIGH STRENGTH a EPDXY 7" EMBED. MIN. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE a STAGGERED MIN. OF 16' FROM SHEET BELOW BIMPBON 5P4 p �5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL 32' O.G. MAX TO STUDS PRE-ENG TRUSSES W/ TRUSS, CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR GONV.FRAMED RAFTERS CRIPPLE STUDS s 16, or - MAX PRE-�NCs(NRED 51MPSON LS s Ea JACK TRUSS 5TUD, BO 51D OF oP MTS-12 ST DS s I MAX W/ I ATHING TO BE Lull t }' WINDOW/ DOOR PE AND SECURE PER 2X AILING SCHEDULE O PLAN KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN OS 2X4 X4 STUDS 16" O.C.OR }" E3TM. CHART FOR DETAILS AND COX PLY ATTACHED PLATE SPECIFICATION) PER FAS ER SCHEDULE OS.B. JACK STUD ASSEMBLY TO BE ON SHEET D2 OR -1/16' ZIP SHEATHING TS SECURED ONE PLY s A TIME. SYSTEM (INSTALLED PER TEXT. FINI$I I USE I2d NAILS, TWO WITHIN 6' MANUF. SPECS) FROM EACH END t NO MORE 2x4 BLOCKING UNDER THAN 12 O.C. STAGGERED WALL STUDS $CURE ETA-16 5P4 OR H5 s TOP AND BETWEEN TRUSS BAYS W! PRE-f`1CtIUSSRED' BOTTOM PLATES s Ea FULL (3) 12d's EACH END LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE ° CMU WALL OF OPENING. SHEATHING TO LAP TO STUDS IDI6' O.G. BOTTOM OF PRE-ENG'D MTS-12 s EVER STUD TRUSS BELOW_ SHEATHING MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FROM 2ND FLR LINE. a INT. 2-STORY L.B.W. � EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER �� KNEE WALL DETAIL C� ENTRY SCALE: 1n'=1'-@' 41 — SCALE: In"=r-0' 14 DOOR OPENING WD FRAMED ATTACHMENT SCALE: In'=r-0' 15 SCALE: In'=r-0' CONTROL DATE: 07/01/15 r EHEADER �'■ I SIZ SPAN CHART. �E 11�1 1 �'•- A R C H I T E C T S 4DesiPn �""Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W 1 W U �1 ti 0. A F A ti BLJHDm de IAT: CREEKSIDE LOT #79 PROJECT# 04321.000 MODEIa 4EBB "1828—CALI" GARAGE BVMG: LEFT PAGE: MISC. DETAILS tf,160 MPH EXP. C ARCHITECT STATE OF FLORIDA A"JG 1 11 ;; 08/10/17 m: 1/4"=1'-0" CT Ij - Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33} / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 Nan Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door {+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab et g without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door 47 () / +36 ) +47 47 () / () Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.20 73 W6 FL16546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap Rhino U10/20 FL17801 gauge 1'/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12' o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' s pan (+47) / (-53} panel MFG. 24 GAGE FL16293-R1 edge distance 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) J (-50) panel MFG. 24 GAGE FL16293-R1 edge distance J spacing. g , 12" o c max. s acin Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-R1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 116 AA #: 0003325 ®ua stmmY. ac i.OT: CREEKSIDE LOT #"79 PR®JB:CTIji 04321.000 MODEL- 4EBB "1828-CAL'" GARAGE SMNG: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: TOLORIrSTAE FF AUG116 VY DAT 08/10/'17 c.� NOTE: NOTE: IF ZIP 5I-IEAtHINCz SYSTEM IS APPROVED 5UILOING WRAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEEE SHALL 8E LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF-AMB DHERING MERANE 6 MANUFACTURERS 6' • VERTICAL LAPS (ROLL MANUFAGTURI=RS FLASHING (COMPAT15LE W/ HOUSE INSTALLATION PROCEDURES ENDS) < b' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4° ALL SEAMS NEED TO 5E TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH PORI15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE P OR LESS PIPE- - x, b'xb' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT i �' THICK, 3 COAT CEMENT PENETRATION FLANGE OF CONTROL JOINTS T PLASTER / \ FWRAP tMVCAsRC011PATOVER 4'x4HOU5E 5E WIRED TIED TO LATH • 9' \ WRB LAYER M2, PORTIFIBER / \ SELF -ADHERING: MEMBRANE FLASHING OVER APPROVED O.C. MAX NE ON NOTE: DO BUILDING: PAPER HOUSE WRAP. NOT FASTEN CONTROL JOINT 70 / "LAP ®METAL LATH \ FLASHING TO EXTEND ONTO PIS WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH fib" LEG MAY BE USED TO TEMP. FASTENED *I' (VERY) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X X DURING: INSTALLATION CUT AND OVERLAP ONE SIDE OF WR5 LAYER "I, t METAL LATH SELF -ADHERING MEMBRANE FASTENERS TO 5E SPACED STUCCO WRAP FLASHMGa CUT AND OVERLAP ONE SIDE OF • l" Or— MAX VERTICALLY SELF -ADHERING MEY5RA�E WOOD SHEATHING SSt1=P *I STEP 02 r OR1/16' ZIP SHEATHING WRB LAYER 01, �' THICK 3 COAT CEMENT FLASHING r SYSTEM INSTALLED PER STUCCO WRAP PLASTER — WRIBSTULAYER 01, METAL LATH r 6' MIN PAPER LAP BELOUJ ONLY I WR5 LAYER 02, FORTIFI5ER WRB LAYER "'2, FOIRTIFIBER WR5 LAYER 07, FORTIFI5ER 5UILDING PAPER�CsLAYER 01, ArpHAPER BUILDING PAPER \ /+ STUCCO WRAP i -6'x6' SELF -ADHERING MEMBRANE - FLASHING OVER 4'x4' ro SELF -ADHERING MEMBRANE SAP MIN. I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOT WOOD SHEATHING STRAPS, STAPLES) AS .. -_- HOUSE WRAP. a° ro s F° Toe SYSTEM (INSTALLED PER REQUIRED TO SECURE FLASHING TO EXTEND ONTd I�IpF OR 1/16' YIP SHEATHING a5E CONTINUOUS MIN, nIN. PIPE/ WIRE TO FRAMING THROUGH CONTROL \ M UF. SPECS.) 4"x4" SELF -ADHERING MEMBRANE JOINTS BUT SHALL qr, dtd_` FLASHING OVER APPROVED BE STOPPED AND TIED AT EACH SIDE. HOUSE WRAP, PER ASTM CI063 -PROVIDE 2X4 BLOCKING I° rsw LATH PLACED FLAT MAX. 6' TO S" LAP, a oven FLASHING TO EXTEND ONTO pIPF IJ0.1.4 ALL LAP FROM CONTROL JOINT WHEN NOTE: \ / CONTROL JOINT FALLS ON > APER LAP GONT. BEAD OF SEALANT L FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD SCALE: 1 1/2'=I'-0" INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE I ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TIE0�4I5 S TO 5E (NO. IS) " WIRE SHEATHING 3. WALL STUDS SHOWN MAY BE IN ADDIPLAN 07 \ I ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REG!UIRED PER PLAN / j G.v. FINISH !SEE tYP WALL SECTION) ....... 412 , ;>, " ," VERTICAL LATH & PAPER DETAIL \ / WOOD STUDS SECTION PER FBC R703.6.1 Exterior lathinq and plastering SHEATHING NOTE: t Exterior use of port and cem6nt plaster OR 7/I6° ZIP 9HEA�HINCs SYSTEM SIDE LAPS OF METAL shall comply with the application (INSTALLED PER MANUF. 5PEC5.) PLASTER BASES SHALL i requirements of ASTM G 92E3-12A. 5E SECURED To BUILDING NOTE: 1 " FRAMING MEMSERS. PAPER 6LAP IF ZIP SHEATHING: SYSTEM 15 Installation of exterior lathing and framing M TYPE CONTROL JOINT THEY SHALBE L TIED `' INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS WITH 0.04I5-IN. 01 STUCCO �' LAP a LATH MANUFACTURERS WIRE AT INTERVALS NOT a" LAP ° PAPER INSTALLATION PROCEDURES MORE THAN e' (22s-MM). As PER ASTM C1063 j ) L FOLD INWARD • PT. A O I. FOLD MWARD • PT. A I.S.I. ®FOLD 2. CREASE • Pr. B -l�I��(�- ® JL 1I C JL 1MKT O U 1T NO'rr=s ® FOR REPAIR OFTEARS HORIZONTAL LATH f I ` ®� DETAIL M� LAYERS, TEARS HORIZONTAL `� MAY BE PATCHED & PAPER DETAIL E WRAP TAPE PER M PER ANUF. SPED. OR FOLD PEEL < STICK •4& / '\ -1/16" ZIP SHEATHING: SYSTEM (INSTALLED PER f� MANUF. SPECS.) OR ///'`�� I. FOLD INWAR7 . I. FOLD INWARD . Pr. A ��_ WOOD SHEATHING Pr. A 2. CREASE . f-t B s- CREASE Y Pr. E5 WRB LAYER #I, 3. GREASE • Pr. G STUCCO WRAP 3. GREASE . PT. G 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOO" I FLANGE ® ®" THICK, 3 COAT CEMENT PLASTER R °= LEGEND METAL LATH i ® IFOLD ® LAP WRB 4 TAPE OVER R I N RJ� /�N (I,UR� • r Barra°, ROOF/WALL SCREED Fi_ATYGE WATERTGHT I STUCCO UCCO 'WA=) NOTE: SEAL FOLD, P2 / SHEA IF ZIP LED, {�INC� E STEM IS NOT CUT. �U� j �,� 2 � O I IB � INSTALLED, PLEASE SEE z 51X5" °L" TYPE CONTINUOUS # MANUFACTURERS z GnALV. METAL FLASHINCz INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT = (NAIL t0 ROOF DECK, NOT I PLASTER WALL S1 4EAT{ {fNCx) 5UILD INCH i AFEfR) WR5 LAYER o2, FORTIFI5ER BUILDING PAPER CAP SHINGLE - DO NOT NAIL, 1"m*mm1TAL LATH X X X--X WR5 LAYER M, INSTALL WITH ROOF CEMENT �d STUCCO WRAP LAP LAYERS OF BUILDING WRAP a J OVER NAILING �FLANGE. STOP'ffiOX. 114' ABOVE :. LL8E�99 � R/u,A�t� 2 ROOF CEMENT WALL pAe 0NG s SHINGLE ROOFING: WOOD J�EATT 41NG C1CK-ourrLASHeGcsee �— OR -T/1(0" ZIP SHEATHING S1'STEIM DETAL) (INSTALLED PER MANUI=. SPECS.) \ 0 NOTE: 5 L -AF-)H SIV FLA5S 41N(� — — — IF ZIP SHEATHING SYSTEM IS NOTE; INSTALLED, PLEASE SEE MANUFACTURERS I,IE-I-AL LAT� 4: I� AT� 4 TO E3r DER I=5C FELT UNUERLa I�MENT -- WATER TIGHT SEAL (BEND aR INSTALLATION PROCEDURES SOLDER DO NOT CUT! 1�+•� 1 f�°'_ R r/l7J�Q� C 8HIN6LE RooFINo ,arcO 4N3 AAT 0011roMUOF ROOF 1 � � •� • I / S `� - `°°� - �✓ •J, I N. �,%, WALL RdTEISBEGTIONs i=ER eQ. BARD ( UT I L I T� OR NOr f INAL DRIP EDGE: OVEFLAP 3' rASTEtXrEND'Or-MAX LATH DOES NOT 1"I �" 5FEG iCATION5) SHEArPMG, MEC 4ANfCALLY FASCIA uIRAA © �\y 'gyp--g [/'yam FASTEN 4' O.C. MAX. 5 ! ! .lLJ" F L L 1 F...J g JL � N �..@ N.T.S. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I SUBDIV. & LoT: CREEKSIDE LOT #79 04321.000 E�ODETA 4EBB %828-CALI" GABAGE $ G: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG I OP7 08/10/17 1/4" V--0" way NOTE INSTALL 6' SELF -ADHERING IF ZIP SHEATHING: SYSTEM IS MEMBRANE FLASHING: OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING 70 EsE: OVER TOP 4 5IDE5 1/Iro" ZIP SHEATHING: SYSTEM 1/16' ZIP SHEATHING: SYSTEM 1. TTOM. 2. SIDES. 3. 70P (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR x:! VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING: WOOD SHEATHING: f OF SEALANT At TOP AND FLASHING: STUCCO WRAP LAYER 01, SIDES ONLY. SEALANT IS TO BE UNIT WRB LAYER *1, WRB LAYER 02, FORtIFIBER TOOLED SO AS EFLECt STUCCO WRAP I', < i WATER AWAY INTS. I.r� BUILDING: PAPER PREMANUF. DRYER x E-z BE L VENT CAP (SET IN 1 VENT- P Y E t ALL METAL LATH WRB E "2 ORTP15ER 1 x S IN cTlortS CONT_ SEALANT) 1 L ER ccvONSTRUCTION , - ^FNI&4 a WOOD S ANT AT PERIMETER OF BACKER ROD 5 N©N- VABLE FRAME AND STUCCO O L SIDES, Y� CAULKING: ® JOINT SEALANT a FASTEN TO WOOD STRUCTURAL MEMBER ®i' O.G. MAX ALL AROUND TOP SIDES I-IICK, 3 GOAT CEMENT 8' � �: Ye' TO MID WALL I I PER FBC R703.6.1 1., PLASTER WEEP SCREED f, Exterior lathing and plastering a, ° , E3AGKER ROD Exterior use of portland cement plaster -Q DRYER VENT (BLOCK) Ya' TO Y8° MID -WALL shall comply with the application _ WEEP SCREED X requirements of ASTM C 926-12A. 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE AN MASONRY BE p�=APPLYING �r X shall comply with ASTM C 1063-12A. 6" SELF-ADHE5IVE� FLASHING TEXTURED WRB LAYER *1, x FINISH • MASONRY STUCCO WRAP X HOODED VENT OVELR IQu PAPER L4U WOOD FRAMED HORIZONTAL WEEP SCREED THICK, 3 GOAT CEMENT FLASH' — — — WALL PLASTER — C� FRAME TO BLOCK METAL LATH _ HORIZONTAL WEEP SCREED x WRB LAYER 02, FORTIFIE ER WALL PIPE THROUGHi � FRAME TO FRAME NOTE: BUILDINGx PAPER NOTE: IF ZIP SHEATHING SYSTEM IS WooD SHEATHING _ IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE A DRYER VENT (FRAME) PLEASE SEE MANUFACTURERS MANUFACTURERS INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6" SELF ADHESIVE FLASHING: (INSTALL all PER MANUF. SPECS.) OR 1116'Vo SHEATHING SYSTEM (INSTALTAL LED PER MANUF. 8PEC8.) BUILDING PAPER — WOOD SHEATHING: UNDER "QUICK FLASH" WRB LAYER ol, NOTEWRB LAYER 1,' CUT OPENING IN STUCCO WRAP STUCCO WRAP IF ZIP SHEATHING SYSTEM 15 APPROVIrD HOUSEWRAP WRB LAYER "2, FORTIFIBER INSTALLED, PLEASE SEE BUILDING: PAPER MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONSTUCTION CUT "X' INTO ,+ WRB LAYERI, _ SELF -ADHERING \x METAL H A VENT PENETRATION SCALE: NTS. STUCCO WRAP MEM 3RANE FLASHING s' GMu v L ASI APPLY SELF -ADHERING: w;6 Is AND 1 WOOD SHEATHING OVER BOX AND OR V MID -WALL APPROVED WRB LAYER 5T #1 STEW #2 &' WIDE STRIP 5ELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING: APPROVED z FLASHNGs HOU6EWRAP WRB LAYER +h, BELOW ELSTUCCO WRAPEC. METER FIELD 1 VERIFY LOCATION �ELEC. METER FIELD STONE vENEER OVER SGRATC-+ COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING: NO MEMBRANE GRADE 'D" FELT MEMBRANE PLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER C HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED W./STONE VENEER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 02, FORTIFIBER (FRAME TO BLOCK) CAVITY' BUILDING PAPER WIHTRIGID POLYMERIC ST F '*3 5T f 1*4 LEGEN7C ISOCYANOTE-POLYBLEND FOAM D- C GREAT STUFF" OR SIMILAR) DRAINAGE PLANE (UJRB APPLY A SILICON ELASTOMERIC SASE SEALANT AT PCOATING: OVEROINT STUCCO/ C.V. FINISHLAYER #I, STUCCO UJRAP) THAT ELEG. WIRE PENETRATES APPLY E-Z BEAD .o.o.o.o (SEE TYPICAL WALL WRR LA1'�R #2 (PORTIP1BER - - - - - GRAD 11 MIN0. SEctlow �UILDINCx PAPER) AREA TO RECEIVE GRADE "D" • o o • METAL LATH STUCCO SCRATCH COAT s ALANRTOA p,4 L 0 O O. o. .o r IETAL LATH X—X—X—x 4 1 COAT OF PAINT W/SACK- JOINTS AND o0 ROLL PRIOR TO INTERSECTIONS . .o.o.o.o STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN OR 1/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUr-. SPECS.) D SELF-ADHESIVE NOTE- ELECTRICAL RECEPTACLE METAL LATH: LATH TO ICE PER FBG ELECTRICAL CONDUIT � R103.6.1 / ASTM G-84l-013, MIN. 2.5 LPS. PENETRATION PER Sa. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFIC, TIONS) A R C H IT EC T S •1 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w c� SUBDiv as LOT: CREEKSIDE LOT #79 MODEI a 4EBB "1828—CALI" GARAGIE a a: PAGE: PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA p1,1G 18 08/10/17 3C:1/4"=1'-0" WA2 EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LATER *I, lllEAtl IER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER *I WOOD WRB LAYER *2, FORTIFIBER FINIS!-1 LAYER l2 LAYER 3° X 3' 26 DRIP EDGGALE WEATHER RESISTIVE CONSTRUCTION BUILDINCs PAPER PRE-ENG D TRUSS PEEL < StIGK) METAL DRIP EDGE / BARRIER *2 j 7/ 77771�-11 SET IN FULL BED OF _ -/4' HAT CHANNEL a' THICK, 3 GOAT EMENT WEATHER RESISTIVE 6" PEEL +� ~ 1 ` ` SEALANT, Y" MIN. / 6 SAE. W/%' TYPE 'X' DRYWALL PLASTER BARRIER *I > SPACE FROM DRIP PEEL E STICK F, x STICK DRIP \ FACE TO TREk / I X�"x3" 'L' FLASHING (W SAr, P SCREED WEATHER RE51StIVE 1 TO S T ING H WEEP SCREED BARRIER *2 EDGE TO 'CHICK 3 COAT IER 02 J DECK FULLY EMBEDDED IN ROOF CEMENT r, „ ..., SI IN PLASTER RIES �= ` .. 1 )i' X 3' z6 GA GmALV. WOOD SHEATHING S i," GAP FOR BACKER METAL DRIP EDGE METAL LATH WRB LAYER *1, \ ROD E SEALANT SET IN FULL BED OF STUCCO WRAP WOOD SHEATHING I V)<1 3/4" P.T. OR SIMULATED SEALANT,1�" MIN. � NWOOD (TREX) FILLER, R GAP FOR BACKER ° CHICK 3 GOAT CEMENT VINYL CASING BEAD Rap t SEALANT SPACE FROM DRIP PLASTER CONTINUOUS /,r FACE TO TREX WEATHER RESISTIVE AM66-WFWG-780 GUST SING `�� 6° SELF-ADHEREING WATER PROOFING let , WEA R SISTIVE VINYL CASING BEAD BARRIER *1 Ta \ FLASHING WRAPPED EXTERIOR GRADE LAYER l2 LAYER PEEL R "I X' \, W RESISTIVE .�� m TOP OF WEEP SC -WED STICK) WRAPPED FROM RIE *2 TO SHEATHING BELOW DRY WALL _ ATHE SISTIVE WATER PROOFING !at BALCONY DECK t0 x„ R I 02 LAYER (2 LAYER PEEL X1 I COLUMN i WRB LAYER "I,° THICK, 3 COAT CEMEN CANTILEVER a"�a �^ if°O STUCCO WRAP 4' POSITIVE DRAIN PLASTER ' 1 < STICK) v°vtrwaau wrr SNEAt1 11NCs WEEP SCREED 6 PEEL t STICK g E MEMBRANE, VINYL GORIER BEAD END OVER DRIP DRIP EDGE t0 DECK '' PEEL t STI 16 SAP. B WRLAYER *2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE 11{211x3' "L" FLASHING j BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3" 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN T.. ' SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE � ROOF CEMENT •, i ------------ -- ----- -- -- ..__ -- _ - SET IN FULL BED OF SELF-ADHEREING I �" X 3" 26 GA. GALV. � � 6 I �'Xl e/a' SEALANT, �' MIN. .......... .... ............... .... T. R SI ATED METAL DRIP EDGE WRB LAYER *1, FLASHING WRAPPED WO (REX) ILL R, SPACE FROM DRIP STUCCO WRAP "XI t. OR SIMULATED SET IN FULL BED OF r ; ® CORNER (X-CANTILEVER o 4' POSITIVE DRAIN N S VINY CASING BEAD SEALANT,V MIN. OD TREX) FILLER, SPACE FROM DRIP AMICo AM66-WFWc-i80 `. 1 III SCREED FOR BACKER NTINUOUS /FACE TO TREX CUSTOM CASING BEAD ``.� D SEALANT WATER PROOFING let Y4" GAP FOR SEALANT VINYL CASING BEAD FI H LAYER (2 LATE LAYER C2 LAYER PEEL , OPT. BACKER ROD. _---- PEEL STICK) STICK) WRAPPED FROM WATER PROOFING let CANTILEVER DRII� 3/4REMODIFIED90 3/4 RESILIENT BALCONY DECK TO LAYER l2 LAYER FEEL 4 NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT "• STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 10 T VINYL CASING BEAD J" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE J E PLASTER VINYL CASING BEA=77D f CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH MANUFACTURERS 9/8 T s THICK, 3 COAT CEMENT PE 'X" DRYWALL WOOD SHEATHING PLASTER 1 Q A DTL. ® C ANT. WEATHER RESISTIVE INSTALLATION PROCEDURES N W/7EXTURED a PAINTED 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1 I/2'=I'-0" JL y FINISH BARRIER �I W/TEXTURED E PAINTED WEATHER RESISTIVE WOOD SHEATHING " THICK, 3 GOAT CEMENT BARRIER *2 FINISH PLASTER 4' POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN NOTE, DRAIN,4GE PL,4NE (WRB WEED PLASTER WEEP SCREED VINYL CORNER BEAD N0 GAP IN FIELD y- I -� LATH I 9� }� L+�IER * 1, 5TUCGO LURAFP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1IE I AL LA i 4: LA I H TO 5E 1�rEfR �J- G (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R=103.6.1 / A5T1'1 C-a4l mQ9, 1''flN. 2-5 L55. IURB LAYER #2 ('r-ORTIF15EfR — — — — SEPARATE ACCESSORIES ONLY) Pfi` 5Q. �I'Afi�D CUTIL(TY OR NOl"IIi�1,L BUILDING F=r4PER) BALCONY DRIP BALCONY DRIP LA`��I-E D05 NOT 1�"'f�" SPGfFfG,4TIONS) 1.,IET,�L L,�t� X X X X 11A EDGE INSTALLATION �1'C EDGE INSTALLATION Ca? COLUMN (wr L" FLASHING SCALE: NTS NOTE: WOOD CTION 5TUCGO WOOD SHEATHING NOTE - OR IF ZIP SHEAt ING SY IS cira��eetxn".ecs� IF ZIP SHEATHING SYSTEM IS INSTALLED, EASE INSTALLED, PLEASE SEE MANUFACTURERS TH R ISTIVE WRB LAYER *1, i MANUFACTURERS INSTALLATIONPROCE RES 1 LJOOD SHIT(N 2x FRAMING MEMBER STUCCO WRAP X;I INSTALLATION PROCEDURES 3/4 RESILIENT HER RESISTIVE HAT CHANNEL E3ARRIER "2 �0 THICK, 3 COAT CEMENT $ WOOD SHEATHING 5ELF=ADI4E51VE r-LA5HIINC;; — — — — PLASTER WRB LAYER *2, FORTIFIBER <I VINYL CASING BEAD" THICK 3 GOAT CEMENT BUILDING PAPER; ; BEAD CORNER PLASTER I 2 1I2 ° � - /s" TYPE 'X" ALL METAL LATH FASTENED TO SHEATHING ti METAL LATH 1 STUCCO WRAP I I m rt" O.C. MAX. I = WOO SI At 4ING x � -- x c x—.a<� x - FIN! e7n�tmeYST�MATP � , $' THICK, 3 COAT CEMENT I 1 WRB LAYER *2, FORTIFIBER HI At CEMENT 1 (2) 2x12 ++FADER PLASTER'><' BUILDING PAPER x WRB LAYER *1, 4' POSITIVE DRAIN METAL LATH 6o SELF -ADHERING VINYL CORNER l3EAD WEEP SCREED STUCCO WRAP FLASHING THICK, 3 COAT CEMENT WOOD SHEATHING I� (EXPLODED G$ !VIEW FOR PLASTER 1 VINYL CASING BEAD NO AP IN FIELD CLARITY) (SHOUAN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I METAL LATH pRIP GAP .>J DRIP EDGE 1.1 11D INSTALLATION WRB LAYER *2, FORTIF1 EIR BUILDING PAPER WINDOW FLANGE WRB NOTE: L YER {'l, �� A CORNER BEAD c� FLAME IF ZIP SHEATHINGS S EM IS WOOD CONSTRUCITON STUCC WRAP INSTALLED, PLEA S E MANUFACTU RS 2 1/211 INSTALLAtI PRO E URES WEATHER RESISTIVE WRB LAYER *2, 1 ORTIF(BER $° o ' ' BARRIER *1� CORNER BEAD BUILDING PAPER WEAT ER RESISTIVE (FASTENER 4 SPACING I" O.C. c METAL LATH i VINYL CASING BEAD ( 1 I i' THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT ' r 5/9' TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED t PAINTED g�.{�d-�- ��• C�"SELF-ADHERING ' % FINISH' ZIP SH�ATµINis ersTEr r e I.F. SPECS.) CMU FLASHING ' i ' THICK, 3 COAT CEMENT PLASTER , VINYL CORP. 4" TI-NICK, 3 GOAT CEMENT DRIP GAP VINYL CORNER BEAD POSITIVE DRAIN PLA5TER APPLIED ` WEEP SCREED DIRECTLY TO IFFIFF NRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 4 B CORNER BEAD BLOCK 15 B CASING BEAD COD WINDOW 11EDRIP EDGE INSTALLATION ( FRAME, NO BAND) A R C H IT E C T S 1441 N. RONALD REAGAN I3L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 stTsnm 1!e IAA CREEKSIDE monExt. 4EBB "1828— CALI" G LEFT FAGS: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 08/10/17 WA3 WOOD SHEATHING WR5 LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER --� MI=tAL LATH —� " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING / VINYL ANGLED CASING BEAD DRIP GAP WINDOW FLANGE i NOTE: IF ZIP SHEATH[W-s SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHINC= WRB LATER #I, STUCCO WRAP WRB LAVER 02, PORTIF-15ER BUILDING PAPER L ATH 3 COAT CEMENT ASTER R *I, WRAP CILED 9AD R *2, FORTIFIBER PAPER < , TH c At CEMENT 1 f1 A.51 DHERING ,J G :n � i DRIP CAP WINDOW FLANGE CASING BEAD 0P WINDOW 0 ( FRAME, W/BAND) am WOOD SHEATHING METAL LATH WRB LAYER ''*I, STUCCO WRAP WRB LAYER 02, FORTII=IBER BUILDINCx PAPER s" THICK, 3 COAT CEN'IENT— PLASTER VINYL ANGLED CA51NG BEAD VINYL C,4SINCz BEAD WRB LAYE 8TUCC0 VINYL AN WRB LAYE BUILDING METAL LA " THICK, 3 PLASTER 6 "5ELF- FLASHIN NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES IX TRIM MEMBER 6 STUCCO TO SIDING TRANSITION SID ING -7 WOOD 5�E,417 -41NG y¢ c�A� TYP CASING BEAD TO TRIM -------------- " THICK, 3 COAT CEMENT PTALUILPIN6; R ATH YER *2, FORTIFIBER PAPER WOOD SHEATHING WRB LAYER *I, St C W STUCCO WRAP CASING BEAD SELF-ADHEREING FLASHING OR PEEL E STICK SIDING TO STUCCO �� CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER R SISTIVE BARRIER •1 WEATHER WSISTIVC _ BARRIER 02 LAP SIDING I6'REVEAL W SELF -ADHERING — FLASHING STARTER STRIP a SELF -ADHERING FLASHINCs WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER02 Mt6" SELF -ADHERING FLASHING GALV'D METAL 'T' FLASHING DO NOT CAULK OR SEAL OPENING —I X' X 6' SIMULATED W�OD TRIM MEMBER SEAL GAP W/GAULKING J OR APPROVED SEALANT SIDING TO STUCCO C BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER 1=BC R703.6.1 / ASTI" I C-84-7-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I I I�j �/ WOOD CONSTRUCTION W R5 L A I FR #1 aEYOND ! I I I� WOOD SHEATHING i I STUCCO WI Af= WEATHER RESISTIVE j; i I BARRIER �I rJ \ WEATHER RESISTIVE /r i 1� p BARRIERq "2 '4, F®j®TIFIU-.�+I'`+6f.EVEALPSIDING Ile � I Q FLASHING i �l,I f L D I NCB P P DHERING try UJE R RESISTIVE '� RR FLASHING 2 =SISTIVE BEAT✓ i Ii \ BARRIER 02 I STARTER STRIP / \� / i r GALV'D METAL DO NOT CAULK OR 1 I Z" FLASHING //�� II TH ICX/ 3 CO3AT GE1" LENT SEAL OPENING r DO NOT CAULK OR — SEAL OPENINGS (EXPLODED & J p VIEW I=OR I=L A5TE I\ GALV'DMETAL 'Z' FLASHING WEAtHERRESISTIVE BARRIER Of TO LAP Yi x 6' SIMULATED I \ W MIN. FLAAS E TOP CLARITY) WOOD TRIM MEMBER - V SI 14' X 6' SIMULATED (W/%' FLEXIBLE ", \ / WOOD TRIM MEMBER BACKER ROD) \ I 'SELF -ADHERING 6' SELF -ADHERING ( i I FLASHING FLASHING, \ \,� I T GEMAP WX.AULKJNG I GPPROVED T PLAS"n ORAA ANT WEATHER RESISTIVE WEATHER RESISTIVE BARRIER M BARRIER M CASING BEAD Ca) R AI S E-I D WEATHER RESISTIVE (W/ BEAD VINYL CASING BARRIER �'2 CW/%' FLEXIBLE PVG A ]BAND (FRAM? SCALE: 1 1/2"=1'-m" BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE BARRIER n @) FRAME TO FRAME TRANSITION IL .,./ 1A I ----------------------------- THICK, 3 COAT CEMENT PLASTER LAYER *2, FORTIFIBER DING PAPER XER ROD) RAP, LING 4ING 1 e D L,ODED T ' i 7AT CEMENT '2, FORTIFIBER =ER 'H ING _ 4 STICK NYL CASING LE PVC BACKER ROD) LONGWOOD, FL 32750 _ PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 strsnry 8e a�oT: CREEKSIDE LOT # 79 PROJECT# 04321.000 SEALANT BETWEEN �®O�=' JRAP % 4E I "1828-CAL1" GARAGE s 4: LEFT PAGE: C A j I N WALL ASSEMBLY DETAILS 16Q 1V1FH E T. C ARCHITECT STATE OF FLORIDA LEGEND DRAINAGE PLANE (WRB L LAYER 01, STUCCO WRAP) 1 WRB LAYER "2 (FORTIFIBERBUILDING PAPER) lVELL METAL LATH x—x—x—x7s STUCCO I)ATV; 08/10/17 sc ' i/4/4"-V-0' WOOD SH4EATHINC, SkEET OR 1/16" ZIP SHEATHINGS SYS1 iM (INSTALLED PER MANUF. SPEG�,.) WA4 SELF-ADHESIVE FLASHINCr — — — — CUT HOUSEWRJ AT 48' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF-ADHI= FLASHING C NAILING FL, JAMB6 EXTEND FL. I' BELOW 61 FLEXIBLE F DO NOT 5E FIN TEMPORARILY FOLD -UP t SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSEi IN AT JAMBS SLOPE SILL R. ALIGN FLASHING W! INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD HOU5EURAP DOU.N E TAPE DIAGONAL CUT # ACROSS HEAD OF WINDOW 2 IPI®LY 46' NOM.— :ONTINUOUS BEAD 7F SEALANT AT AMBS AND HEAD of IPPI-Y TO BACK OF IINDOW NAILING LANGE IN LINE W/ mws-PUNCHED TOLES OR SLOTS. ADHESIVE - -E FLASHING DRIP CAP WINDOW FLASHING JSTALLATIQ]N DETAILS 12 FULL WRAP) SCALE. NT5 STEP 9 NOTE: IF LP S�4EAik4INC-; &YSTEM IS INSTALLED, }='LEASE SEE RS IN5tALLATlON PROC�DI�R�S APPLY MEMBRANE FLASHING OVER � JOINt IV I "= tr N i sill i vlw Mpl-VNtl R71L IT I U VkKIYI HE COMPATIBILITY OR ALL PRODUCTS INCLUDIN IOUSEWRAP, SEALANTS a SELF -ADHERING LASHfNG MATERIALS USED DURwx CONSTRUCTIC 4STALL ALL MATERIALS PER MANUFACTURERS PJTtEN SPECIFICATIONS 2NINr§- AKAI ANtA MAY D Ai-+ An..re l v ie un ,N ANU akAL JATr5 TO SILL JOINTS WI7 1195 FOLLOWING COMPLETION OP RIOR RETROFIT WOR< rc>=rylK ac.++>=1-k OHQWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OP WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou Ip.com ®ftAA #: 0003325 I�YI�1®D♦ SUBDIV. de LOT: CREEKSI]DE LOT #79 PROJECT# 04321.000 MODEUs 4EBB "1828-CALI" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS: L NDOW FLASHING0 MPH EXP. C ARCHITECT TOLOSE FFRICA A,GI DAW. OBX1011i SHEET W A \ 2x& SUB-BANb W/1 "x4" NOTCH 6 END, WRAPPED IN FFFI_ 4 STICK DRIP EDGE 1/5' TEXTURED FIN15H 6) WOOD 5/a" TEXTURED FINISH a CMU METAL FASCIA WRAP Ya" FROM \ STUCCO, I" FROM �\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \� NOTE. NOTCH FOR 2X6 SUB BAND ONLY (2)ELEVATION- METAL FASCIA WRAP 2X6 SUB BAND i 1/8" TEXTURED FINISH o WOOD METAL LATH WOOD SHEATHING WRB LATER 01, w STUCCO WRAP WRB LAYER 02, PORTIFIBER - a BUILDING PAPER \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, I" OFF WALL zl Tz KNOT INTO STUCCO) \ I 3-GOAT PLASTER I/ '�,�2x(o SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP IN OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE. METAL KICK OUT x x X x x x x x x x x x x x x x x x x x x /- x x x x x x x x x x x x -' x x x x x x x x x x x x x x x x x x x x x x xx x x ..... i X X X x x x x x X x x J , x x x x x x x x x x x x x x x x x x x x r- x x x x x x x x x x x x x ,- x NOTE: IF ZIP 8NEAT4NCx 51'5TEM 15 INSTALLED, PLEASE 5EE MANUFACTURERS INSTALLATION PRE-ENG'D TRU55 TO SE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS (o"-8" O.G. MAX. 2x SUB -BAND WIV2"x4" NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BALD DETAIL C WALL SUB BAND DETAIL CJ WALL W/KICK- OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYz"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK "ROOF CEP'IENT �► ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R C H IT E C T S 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �sysa=v. a� 99CREEKSIDE LOT #790 PocT,004321.00 XCODEra4EBBCI18 2 8 — AL �" GARAGE S G : LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C miiiiiiiiiiiiiiiii ARCHITECT STATE OF FLORIDd� AUG Ir I r i D� 08/10/17 t3C. "s 1/4"=1'-0'