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Home My WebLink AboutBUILDING PLANSA R C H IT E C T S • STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 I PLAN REVIEW (DATE I CHECKED BY: BLVD. .00CUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I -STORY RESIDENCE •2-STORY RESIDENCE 9 9 � i � � 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVINGS 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRT 16 SQ. FT. LANAI w SQ. FT. TOTAL 2362 SQ. FT, A/C VOLUME 16056.5 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADIUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH, PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DMA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAII, S.D. SMOKE DETECTOR D.A. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEEP ELETA. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXIT. EXHAUST SI. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FDME,'D GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FI.R, FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND —FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION SCANNED BY ST LUC[E 6NA#y r T.prj..l! ST. LUCTE, C.<ILT"CX BCiTT_,1*?� v ` NGE VIE F %V pAT$ . PEp tPP 1~At1IT BE 9L ON 70B� OR INSPECTIONPLAN WILL BE MAQE INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG PG 1B-LINTEL 1B.1-SAFE SCHEDULE LOAD TABLES ER l TE TREATIvid, PG 2 -FLOOR PLAN PG 3C-ELEVATIONSPG 4C-ING R E e PG 4 2-CO NECT RESCHEDULE U15R; �D PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN PG Dl-FOUNDATION DETAILS/SECTIONS ALL MANUFACTURES LABLESSHOWING PG D2-1-STORY WALL SECTIONS & NOTES (SHINGLE FACTORS AND SHGC COMPUANCE PG D3-2-STORY WALL SECTIONS (SHINGLE) WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS PG D4-MISC. DETAILS UNTIL INSPECTIONS ARE APPROVED PG D5-PRODUCT APPROVAL PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS CONCEALED FASTENERS OR ATTACHMENTS PG WA4-WALL ASSEMBLY DETAILS ARE THE RESPONSIBILITY OF THE PG WA5-WALL ASSEMBLY DETAILS CONTRACTOR Of RECORD Ile!'I/:1:�'� 1�:�Y.9AI�I,M:711`illlallYlilF E c Hz FiI o DEC2 7 2017 F"b ry lid I T{ ;G St, L.UG!@ bounty, €L 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde,signgroup.com AA #: 0003325 F W W U W 0 F ti V 4] W A F q ti avHaly. ac zoT: CREEKSIDE LOT #10 PROJECT# 04321.000 a�soaEr� 4EBB "1828—CALI" GARAGE 811MG: LEFT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA Dp�; 10/20/17 BCAI.E: 1 /4"=1' — O" SHEET cI 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 II. 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) 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. 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 VOLT=160 MPH, VASD=124 MPH C 0.85 ±0.18 I I 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 CONSIDERS® TYPICAL FOR ALL SIMILAR CONDITIONS, 8 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 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. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 3/" 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'/a". 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/4" 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 OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. MASONRY 13. PROVIDE SOLID BLOCKING UNDERALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL PROVISIONS OF TMS 402 /ACI 530 /ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F m = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO GELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR"PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/+" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. ACI 301, AND THE BUILDING CODE REQUIREMEN�S FOR REINFORCED CONCRETE, ACI 318-11. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 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 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014), SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND EXTERIOR FINISHES 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 ORDISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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-1 063-1 1A & 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-Cl 063-11A 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . A R C H I T E C T S I1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 190 w ti I U h �o { E a w Q h 0 9tml:) - de LOT: CREEKSIDE LOT #10 PF.OJECT# 04321.000 MODEA 4EBB "1828-CALI" GARAGE 91MCO: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATA- 10/20/17 SCALE: 1/4"=V-0" SHEET C N 4" GONG. SLAB TYP. 17'-4" 31-011 EXTEND END OF PVC. r _ CHASE UP 12" A50VE CONp.\ COND. GONG. PAD 12' pl �iO c0 4" O 0 w I CONIC. A5 N SLI D I c0 -Ift-31/2' �'- 10, \\ :D \\-OL 0'-0" I=LEV. FIN. CONC. SLAB ■ I \\ 4' GONG., REINI=. W/ 6'x6" \\ WI.4XWI.4 WWPl ON 6-MIL II \\ ETHYLENE VAPOR RETARDER \\\r ON WELL -COMPACTED CLEAN FILL TERMITE: TREATMENT SHALL ■ 4" PVC \\ BE BORA-CART= CHASE: \� \ �'`- I \\ Q G 36'x60" \ \ SI PAN \ \ Ifs — Lrir, ■L = _ ��I \\\ -A IOp I I Ip� I 3'_2 to ■ I i\ DI 51/2" 1Mir BOLLARD AS REQ. PER BLIG. CODE -1 1/2" 21'-4° 14' -S" j■ ■ ■ ■ ■ EXTEND SLAB 1 1/2" DI I ■ I■ I■ co 3'-41" 7'-5" I■ � I 2�2" VTR m ■ . \� KITCHEN F— 7raa� I— 1 1 I/ / 2 VTR I � 1/2 SINK W/ I LDW �L=�L= J I 1 OPt l I i 2" AUTO VENT 2 11 1/2 SINK II I REF /-1 1/2' 1/2 r II L —1 '61.11/2" I 1 Q 11 I ■ 1 WC 1 1 1/2�21 1 II I" PVC 2 CWAI LA I 3" I II FOR ELEc. to LAV d(I I /211 311 I LAV I 211 TUB RANGI= ISLAND WC L: I II I 21 SHWR 1 1/2" 3 .311 2" WASHER 4 4" I ■ PLUMBING RISER Co11 TO �p D I A G IRAM MAIN vLAB I I/2 ° I 1 31-2II CONI SLAB 7J 2'-3 I 2X6 WALL WALL I ■ jI OIL 0'-0" ELEV. FIN. CONC. SLAB SLA5 1 1/2" I �� I I ■ 4 DI t 14'-011 FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). SECURE STRAP TO UNIT W/ (2) "Bx1 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONG. CONC, W/ (2)-3/Irollx2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD m 12' FROM STRUCTURE A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w w 0 4 U W 4 F h I J 8tn3i)r T. de LOT: CREEKSIDE LOT #10 PE CT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE OWMIG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA z DATA. 10/20/17 IBCALE: 1 /4" = V — 0" e=EEET 28'-Ira" 141-4" m cv I r I 6a V i V - I \ 6� car m v u� m I v v u�a r . I M I3 I v I I m I I ■ r DOWEL PLAN A R C H IT EC T S 1 N. RONALD REAGAN BL 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 F W U W 0 E Q U Fl O F A SuBnr i. ae LOT: CREEKSIDE LOT #10 PROJECT* 04321.000 MODICIA 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DA IM 10/20/17 SCALE: 1 /4"=1' - 0" allEET IA 4cASTm4cRETt LINTEL SCHEDULE LINTEL NO. LENGTI-4 TYPE COMMENTS L 1 IT-4" SF25-13AT L 2 4'-6' ON6-05AT L 3 -1'-6" SF16-15AT L 4 - - NOT USED L 5 - - NOT USED 1-6 7'-roll SP24-I5AT L i 4'-6' I SRF6-05AT A15V. DOOR ASSEM51-Y LINTEL SCHEDULE NOTE- THE LINTi=LS MAY BE SU55TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 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 F W W Cl Cl W IS 0 F G Q F olm'ol" LOT: y CREEK SIDE LOT #10 PROJECT* 04321.000 MODELc 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 10 /20 /17 1 OCAUM: 1/4""=1.-0" 1 A R C H I T E C T 5AF LOAD TALS FOR GRAVITY, UPLIFT k LATERAL LOADS 6" PRECAST 4 PRESTRESSED U—LINTELS C' IRAVI T"',r LENCsTI-I TYP Sub SFS-05 SFI2-05 16-0 20-0 24-0 28-0 32-0 SFS-15 0FI2-I5 SFI6-IE3 W20-I5 SF24-15 SF28-I5 SF32-15 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-6" C42") PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" (48') PREGAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 S004 10412 11936 4'-6" (54") PRECAST 1651 I18-t 1913 2651 3403 414E 4896 5644 2110 4021 6039 1526 S004 10412 9668 5'-4" C64") PREGAST I184 1223 1301 1809 2311 2826 3336 3846 1665 2859 5M-t I 6096 5400 6424 1450 5'-10"(7011) PRECAST 972 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5260 6122 6'-6" (769 PRECAST 537 1255 2101 3263 2146 3358 3911 4585 1255 2101 33% 5260 1134 899E 6890 T-6" l90")PRECAST 767 1029 167E 238E 1994 1 2439 2886 3333 1029 1 1615 2610 3839 55% 6613 5041 9'-4" (112") PRECAST r�73 632 1049 1469 1210 1452 1154 2021 168 1212 1518 2544 3469 4030 3121 10'-6"(126") PRECAST 456 482 802 112E 915 1122 1328 153E 658 1025 1514 2051 2114 3130 2404 il'-4" (136") PREGAST 445 598 935 1365 1864 2355 1193 2015 598 1 935 I3ro5 1854 2441 3155 4044 12'-�" (144") PREGAST 414 545 864 1254 1689 2014 1510 IBIS 555 864 1254 1693 2211 2832 1 3590 13'-4" 0&0") PRECAST 362 421 726 1028 1331 I635 1224 1418 485 -t48 1016 1438 185E 2343 2920 14'-0"C168") PRECAST 338 381 648 919 n9m 1462 1081 1260 455 too 1003 1335 1114 2153 2666 14'-8" C176"J PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 855 2310 2890 3410 I1'-4" (208")PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 IWO 2200 2600 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 240 1 400 150 1090 1400 1120 2030 21'-4" C256") PREStRESSED N.R. NR NR NR NR NR NR NR 183 330 ro 10 540 1340 1180 2110 22'-0"(264")PRESTRESSED N R NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0(2881) PRESTRESSED N.R NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 8" PRECAST 4 PRESTRESSED U—LINTELS CA= R�T1! UFL FT LATERAL i P LENCT{ I 8F8-I 12-It 9FI6-It 20-It 24-ITSF28-It SF32-It 8U8SF8 8-2 12-2t 16-2T20-2 24-2 28-2 SF32-2t T-10"(34") PRECAST 2121 2818 4101 332 fe 6569 1811 S055 2021 2021 21212184 3981190 640-t 7630 88512165 3'-6" (42") PRECAST 228E 3260231 5219 6204 1192 1251 1267 2165 1 2215 3165 1 4125 5091 66 01 1036 4'-0' (45") PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6" (549 PRECAST 1660 1162 2501 3251 4010 4161 5525 727 727 1660 1705 1 2435 31-iI 1 3V3 4658 5406 5'-4" (6411) PRECAST 13930 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10"(70") PRECAST 1272• 1351 1930 2505 3054 3665 4241 418 418 1272 1315 1815 2441 3010 3583 4151 (78") PRECAST 1141* 1200 1133 2250 2169 3290 3612 107 557 1141 1182 1684 2192 2103 3219) 3132 7'-6" (9011)PRECAST 959* 912 1415 1914 2354 2197 3240 5c 657 990 1029 1466 1901 2351 2-t97 324E 9'-4" (112") PRECAST 801* 612 98o 1269 1560 1852 2144 454 630 501 1 155 1192 1550 1910 2271 2634 10'-6"C126") PREGAST 716* 498 793 1027 1261 1496 1131 396 493 -tiro roll 1039 1389 I-t11 2034 2358 111-4" (136") PREGAST 666* 43S 696 899 1104 1309 1515 363 55(0 666 535 905 1295 1595 1896 2195 12'-0" (144") PRECAST 6010 400 631 Biro 1001 1186 1312 340 4cJ4 631 486 BIB 1209 1514 1199 2086 13' -4" C 160") PRECAST 500• 340 532 686 841 991 1153 302 398 513 409 682 1004 1367 1631 1891 14'-O"(168") PRECAST 45B• 316 493 635 11$ 922 1065 286 360 548 318 629 922 1254 1567 I816 14'-8" (1169 PRESTRESSED 243 295 459 591 124 651 990 N.R. 357 243 352 582 852 1156 1491 1142 15'-4" (184') PRESTRESSED 226 218 430 553 611 WI 925 N.R. 327 228 329 542 191 1012 1381 1616 I1'-4" (208")PRESTRESSED 188 156 236 276 361 441B 464 649 56-t 514 ro10 1121 114 1389 N.R. 255 19'-4" (232") PRESTRESSED 165 201 313 401 490 518 66-t N R. 204 165 239 383 1 550 136 940 1160 21'-4" (256")PRE5TRE55ED 145 186 278 35rc 433 512 590 N.R. 112 142 212 336 4-t1 635 80-t 593 22'-0"(264")PRESTRESSED 140 80 268 343 418 493 568 N.R. 161 131 205 322 451 607 111 941 24'-0"(255') PRESTRESSED 121 165 244 312 1 350 1 441 515 N.R. i35 124 1 186 290 1 408 1 538 1 680 833 *REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD RE5AR 8" PRECAST W/ 2" RECESS DOOR U—LINTELS 4C^W*-4C4Xff4 fRA V f T'r TYPE 856-6-0 OW10-05 SW14-05 DWIS-05 81ip22-0 8R=26-0 DW30-05 LENC�3Ti-i SRU6 8W6-I5 SRFIO-15 8SP14-I15 OW18-15 8RP22-15 8R=26-I5 OW30-I5 4'-4' (52") PRECAST 1489 1591 3053 2982 3954 4929 DS04 6880 1521 3412 4982 6412 1941 9416 10818 4'-6" (549 PREGAST 1351 1449 2182 2114 3600 4487 5315 6264 1102 3412 1 4982 6412 1 194-t 9416 10818 832 1602 1550 2058 2566 3015 3585 5'-8" (68")PREGAST -t85 1153 2162 4014 6472 6516 5814 6639 1-t9 1500 1449 1924 2400 2816 3352 5'-10" (-TO") PRECAST -t35 1031 2051 3511 6472 651ro 5450 6411 6'-8" (80")PREGA5T 522 901 1611 2933 2516 3223 3872 4522 901 1611 1 2933 4100 6130 8111 6101 161 1311 2252 1958 2451 2944 3439 7'-6" (909PREGAST 665 164 1311 2329 3609 5492 6624 5132 9'-8" (No") PRECAST 311 420 834 1253 1011 1342 1 1614 1886 535 928 1491 2119 2618 1 359E 281E S" PRECAST UJ/ 2" RECESS DOOR U—LINTELS C^Wr=CffM L�FL IFT LATERAL TYPE LEN(3TI-i 8W6-1? 8�6-2t 8�10-1t 8�10-2T 8 14-It 8�14-2t SRFIB-17 8W18-2T 8> 22-It 8�22-2? SR 26-It 8RF26-2 OW30-IT 8�30-2 SRU 8 6 4'-4" (529 PREGAST 1244 1513 2413 3260 4112 496-t 5825 932 932 1244 15I9 2339 3110 4005 4850 5696 4'-(b" (54") PRECAST 1192 150-1 2311 3121 3931 4156 5571 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" (68") PREGAST 924* 1172 1195 2423 3055 3689 432E 501 501 924 1132 1741 235-t 2918 3603 4230 5'-10" C709 PRECAST 696* 1135 1142 2352 2965 3581 41,38 469 469 89(o 10943 1690 2288 2891 3491 4106 6'-8" (80')1=REGAST 118 882 1513 2042 2513 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 7'-6" C90")PREGAST 688 69-t 1325 1810 2250 2753 322-t -t10 941 ro88 849 1302 1162 2225 2690 315-7 9'-8" (116") PRECAST 533* 433 BOB 1123 1413 1104 1995 51ro 614 533 52-t 1009 1369 1125 205E 2450 T` F=E DE51GNATI0N F= F1 NOMINAL LUiDTH NOMINAL 1-IEIGs 4T- FILLED LUITH CxROUT / U = UNFILLED QUANTITY OF 05 REBAR At 50TTOM OF LINTEL CAVITY =1/1T LQUANTITY OF S RE5AR AT TOP *REDUCE VALUE 5Y 15% FOR GRAPE 40 FIELD RE5AIR 05 RE5AR At TOP MIN. (1) REQ'D ° y 1-1/2" CLEAR Q a!N e y Ln — • • C.M.U. GROUT '5 REBAR AT 50TTOM OF LINTEL CAVITY 1-5/8'ACTUAL � 50TTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL LU16TH (VARIES) 5AFE LOAD TABLE NOTES 1�IT�i�l�4L5 C EN SAL NOTES I. All Values based on minimum 4" bearing. Exception: Safe loads for unfilled I. f'c precast Ifntels = 3500 pall. 1. Provide full mortar head and bed ,joints. lintels must be reduced by 2096 IF bearing length is less than 6-1/2" 2. f'c prestressed Ifntels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed Ifntels based on 8" nominal bearing- 3. f'c grout = 3000 psf w/ maximum 3/8" aggregate. 3. Installation of Ifntel must comply with the architectural and/or structural drawings. 2. N.R = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the sectfon specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5• All lintels meet or exceed L/360 vertical deflection, except lintels IT-4" and 5. Additfonal lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 CsR40 or CsR60. longer with a nominal height of 8" meet or exceed L/180, g g addfonal reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One r rebar may be substituted for two S rebars in 6" lintels only. 210 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 1. The designer may evaluate concentrated loads from the safe load tables by -T, 1/32 wire per ASTM A510. 8. Cast-fn-place concrete may be provided fn 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. Design 00u Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w 0 v w I 0 F a Q h StMDIY. & LOT: CREEKSIDE LOT #10 PROJECT# 04321.000 MODEL: 4EBB /� 1828- CALI" GARAGE SWUM: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1 ATE: D10 /20 /17 BCAL.E: 1 /4"=1' — 0" COMVNW AN) CLADDHO WIND LOADS BASIC WIND EXIM&FE FOR S MWO Ol M OPE9= 801AgE ZONE 160 MPH KAU (Vd) R9AAAGS AID TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN, 12 5 30/-31 CRITERIA 80"10 O.I I p. 56 5 30/-38 I60i0 O.I-4.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38B -6829/ IF ROOF TILE N/A 3 -58.29 APPLICA5LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SQ.FT. CALC. S LIVING 1828 80. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ, FT. LANAI SS So. FT. TOTAL 2362 SQ. FT, A/C VOLUME 16086 5 EXTERIOR MASONRY WALL 51;Pl6s. HE IGI-4TS I 5RG. I1'-4 311 r II 24 I I I 6X6 POST I 1 (2 TYP) 1 I I I LANAI I 25'-5" 8 -8 CLG. I C 0ND_ - (2) 3052-9I114 10 -0" 12'-0' OWNER'S SUITE 4 V. 47 _ C 0. n ry.71 BATH aO 18'-8" GLG. 1V 4 d 2'-4 r 0 v. SI-4W PAN N O VANITY O VANITY BDR DEN' 4% N II'-5" Mm WH. r 5OLLARD AS REQ. N PER 5LDG. CODE a� N ROM 0" V-8" Cl 4' -5" S�4 -- IR-ISN J -011 lb CLG. L3 I I _ 'cq ARCP v >: a, v.11 11W C. /1 II I 4�11 _ 31_411 51-411 ,8 O' a I /fi�j�'I IRA 2F 54" --7 I ATTIC I LACC ESS —J GARAGE FOYER 8'-8" cLG. 3068 W/ 36"XIO" TRANS. ENTRY 8'- LCB LG. ------------ ------ LIVING ROOM N b36 I KITCHEN 8'-s" cLG I Ol REF SINK -I sb3fo 1 L--J el 5'-10" b36 �NGE PAN. b3_6 8'-8" CLG M O 3-SN <v cn I ke N -I 2 4" ;I -4u 1 BDRM.#3 m 8'-S" CLG. m 1 LAv. D 3' 4° m� N s 'II III QI vl> 5 �- I BATH #2 a'-s" CLG. �e lie e BDRM.#2 DR a m Ln (CxREBSS14 2' Sl 6`3'-10" 4'-O' 10'-0" 21'-4" 4'-4" 14'-0" r, V d) a M BAR DETAIL A SCALE: 1/2"=1'-0" PLAN pIM. v4RIE5 -2-8 LOUV. DOOR W/ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E TF4ERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TI4 ED. (2014). A R C H IT E C T S I1�\ Design YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W y w U W 0 F a h q sysaly. ao CREEKSIDE LOT #10 PROJECT# 04321.000 XODEU 4EBB "1828—CALI"zoT: GARAGE F3WING: LEFT PAGE FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT DpTM 10/20/17 8CALE: 1 /4"=1' - 0" 8FZC' T 2 A R C H I T E C T S REAR ELEVATION TEXTURED FINISH I�6 9— m -O" -6 �s 11E TP Z0 1VA r 0-0" FIN. FLR. — — — — OFF RIDGE: VENT 8'-8" 5RG. HCzT 1'-011 0'-0" FIN. F_ — — — LEFT TEXTURED FINISH TEXTURED FINISH FYPON Lv12X24 OR EQUIVALENT OL 8'-6" 5RI HGT. 8'-8' BRCS. HGT. OPT. GOAOH LIGHT - u WAS 0'-0" FIN. FLR. 0'-0" FIN. FLR. i OFF RIDGE: VENT r- IB- ELEVATION OFF RIDGE VENT Old RIDGE: VENT c SHINGLE ROOF €G . €G2. EQ. �Q. FYPON 12 4 5KTI IXII OR 6� WA EQUIVALENT Nt 1 WA1 5 1 � wA1 WA1 U 7B 7B 1 WA2 WA2 U lWAjl -8' BRCS. HGT. -t - WA 1' -O" `u 16"X62" FYPON A14B DECO. SHUTTER OR TYP A EQUIVALENT ® 4" RAISED r yTmE T r SAND CTYP.) r �0'-0" FIN. FLR FRONT ELEVATION TEXTURED FINISH NOTE:: WALL FENESTRATION FLASHING AS PER FSGR RT03.8.1 m MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. N ET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1176 IN UPPER PORTION OF ATTIC = 588 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 5.11 TOTAL#OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOF SOFFIT REQUIRI 84.00 12 �6 / 211 lz �6 14A WA 8'-8' 5RG. HGT. N T-0" 11 WA TYP. \ / 14B --�� r �MUV]ER DETAIL SCALE. I/2 I 0 0'-0" FIN, FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w U W 0 F a U W A stmDIV. de LOT: CREEKSIDE LOT #10 PROJECT# 04321.000 MODEU 4EBB "1828-CALI" CGARAG IC 11151IMMO; LEFT PAGE: ELEVATIONS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2 DATA: 10/20/17 SCALE: 1/4"=1'-0" 8HEET 3 F�� A R C H I T E C T S (2) 2XI2 5M. TO 6X6 P05T (2) M5TA-24 t (1) I-1T5-1(b F05T TO SLA5 A%b& (T'T'F'. 2) In BJIA C�3 If2) 2XlIII2 BMN �Q 5JIA h y%O 4 EJ3A IIN Nall i IX X V m HUG-410 LIN Ql al Ql �i til q DI BJI - 5J1 II q v8 v�� II 5J3 II II II I II N I<�� Ilv ��v II II II 5J3 5J5 = I EXt �n = 5J5 DETAL-20 EXIA U DETAL-20 _ A14G _AIO AB U _ A& T (�) — A4 i 1-011 f —fjy 11 i I_f1j a f —/511I / —/1111 A2 Zv en as 4 hju : L1 ZrOT. CREEKSIDE log LOT 10 o I I I I AIA PROJECT# 04321.000 - MODEU oa _ _ 4EBB -o � I — i 2 �gS I�� "1828— CALI . !Y = GARAGE BWMG. LEFT I I I I PAGR: FRAMING 160 MPH EXP. C I = I I NUC-410 I I A3 tu v A5(3E � � I 3'-0' IX4 DIACs. GAM-5 END 5TM. CHORD E RACIWs 5RACINCs, SEE DTL. '4' 1" YP. SHEET 02 FRAMING PLAN CAA 615114 YOUuesin Inc. L , FL 32750 74-6078774-4078 gngroup.com 003325 w Er Q w 0 F a v w A h ti ARCHrTECT: STATE OF FLORIDA DATE: 10/20/17 T �. BCAL.= 1/4'p=1'-000 aim 4 T) ARCH I T E C T S CONNECTOR SCHEDULE CONTROL DATE: 01-05-17 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA I6-I8 1625 (0) I06 x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-16 HTA 16 HTA 20 2800 C10) loci x I I/2" I -PLY, CUSP: (10) loci x I I/2') 2575 (14) 16d 2-PLY (USP: NO i6d OPTION) HETA-16 1510 187o (9) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2", NO I6d OPTION HETA-20 I810 0-to (9) 10d x 1 1/2" I -PLY, (S) I6d 2-PLY USP: (10) lod x 1 1/2", NO 16d OPTION (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 1/2" ]-FLY USP: (10) I0d x 1 1/2" 2500 (12) I6d 2-PLY (USP: NO I6d OPTION) Z 0 LGT-2 2150 LUGT-2 1550 (-1)- I/4" x Z I/4" TITEN, 2 CUSP: BLK (5) 1/4' WB, WOOD (I6) loci (n DETAL-20 24W DHTA-20 2430 (18) - 10d x 1 1/2, 1 PLY < MGT + 3TI65 MUGT 4175 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1" TO WOOD CUSP: (28) loci TO WOOD) HGT-2 + Io980 HUGT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) I0d) HGT-3 + 10530 HUGT-3 9860 !Z) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBEp), C16) loci TO WOOD (USP: WOOD (8) 10d) LGT3-6DS2B 3285 LUGT-3 3525 02) SDS 1/4'x3' TO GIRDER, (4) 3/5" x 5" TITEN HD TO WALL CUSP: GONG. (4) 3/0" X 5" WEDGE BOLT, WOOD (I2) W525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 CC) 106 x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR 51MP50N VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS I/4'XV TO WOOD (2) VGT 7185 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 HTW 16 1195 (14) 106 x 1 1/2' CUSP: (14) 10d x 1 1/2', (14) 106) HTS-16 1150 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) LSTA-12 ++ 525 LSTA 12 930 (10) loci USP: (10) IOd V) LSTA-18 ++ 1235 LSTA 18 MSTA-19 MSTA-24 1235 (14) 10d USP: (14) 106 MSTA-18 ++ 1315 1310 (14) 10d USp: (14) 106 MSTA-24 ++ 1640 1640 (19) 10d USP: (18) 10d 0- MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d < Of I— M5TA-36 ++ 2"0 MSTA-36 KSTI 236 2065 (26) 10ci USP: (26) 10d M5TI-36 38eo 3890 (36) 10d x 1 1/2" USP: (36) I06 x 1 1/2" N MSTI-49 5065 KTSI 248 5140 (48) 10d x 1 1/2" USp: (48) 10d x 1 1/2" Hb 1550 LFTA 6 OPT 4 1210 (8) Sd TO PLATES, (8) 8d TO STUDS (USP: (I6) 86 x 1 1/2', Orb) 8d) 51=4 905 S45 (6) 10d x 1 1/2' TO STUDS USP: (b) 10d x 1 1/2" TO STUDS A34 395 MP 34 38e (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) Od x 1 1/2" TO POST. HCP2 645 HHCP 2 RT I6A 800 (12) loci x 1 1/2' USP: (10) 10d x 1 1/2" TO TRUSS, (10) lod X 1 1/2" TO PLATE µ10A 1140 1380 CO) 106 x 1 1/2' USP: 09) 10d x 11/2" TO TRUSS, (8) 10d X 1 1/2" TO PLATE vGT 4 HDU4 4940 PHP 4A 5215 Oro)-SDS 1/4"xV TO WOOD, (10)-SpS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/0' ATR MIN. 7" EMBEp SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT t HD7B--r 4940 TDX 10 10140 (I6)-SpS 1/4"xV TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: -I/S' ATR MIN. -I' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS N cy- O _ 0 Aft 44Z 2200 6665 PAU 44 10" bb LTS 14 LTS 205 HTT45 2535 6775 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7 EMBEp.) IN GONG., (12) I6d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 2350 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBEp.) IN GONG., (12)Ibd TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN GONG., (6)10d TO WOOD USP: SAME AS SIMPSON LTT205 +++ 1500 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (10)106 TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) loci, (10) 10d x 1 1/2" 2-1/2" HTT4 4455 4160 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN GONG., (IS) SpMo X 1 1/2' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/21, (20) 16d x 2 1/2' Q Htt5 Sow HTT45 UPZ 11 TDX 10 5005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED,) IN COLIC., (26) Ibd X 2 1/2" (USP: (20) I6d X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) led, (28) 10d x 1-1/2", (20) I6d x 2 1/2' 14HP011-SDS 2 5+ 11,510 14395 (1) 1' AT.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS Y4' x * WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HD75 6645 10140 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (3) 3/4" STUD 5OLT5 TO WOOD (USP: (4) 7/8' BOLTS) (n V) W Ld Z Q MBHA 3.56/1125 3475 5330 NFM36Xl2U HUS4121F 140410 IF 2580 1130 SIMPSON: (D 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CM.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN C.M.U. FACE, (ISJIed TO BEAM USP: (1) 1/2" J-BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4, DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (14 10 JOIST HUSC412 (WOOD) 3635 2660 CFLR) 30bo 2710 lFLR) (10) I6d TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 33Z5 (ROOF) HUC410 (CMU) I80o 4TI20 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x V WS3 SOWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD = HUG210-2 (CMU) ISoO 5085 HpZle-21F 1305 5ID00 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x V WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER+, (10) I0d TO WOOD HUC210-3 (CMU) 1800 5085L�40210-31F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d 'to WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD LGUM26-2-SDS 1430 559526-2 2125 6o65 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLAN(3E) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD, USP (4) 3/6' X 4' WEDGE BOLT+i W63 WOODSCREWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCWTECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN V DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 I/V NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. 0 +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONPEEAM WILL BE 6% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" L LI I— 0 A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, ANP CONp1t10NS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A87M-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING < FASTENING SYSTEMS FOR CONCRETE i MASONRY CATALOG G-SAS-2012 t USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-4' D5L 2 x 6 5'-4' TO T-0" D5L 2 x 10 7'-0" TO 10"-0" D5L 2 x 12 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0" D5L 2 x 8 5'-0" TO 6'-4" D5L 2 x 10 6'-4" TO 8"-0' D5L 2 x 12 6-0" AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-II 1/2" 7'-11 1/2" AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT ACH END OFEE HADR I E3 2 x 12 (02 SYP) NAIL (3) 126 a 6"-8" O.G. TYP. 2x12 BM../HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR J015T TO MA50NRY/CONCRETE SHALL BE HETA-Iro AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING: SHALL BE MT5-12 3. TRU85 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART 8 MINIMUM WALL 8 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES 19 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. -t. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RE5IDENTIAL-SECTION R302.12. 9.REFER TO DETAIL 8 SHEET D4 FOR 1-57ORY INTERIOR LOAD BEARING WALL STRAPS E DETAILS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 14 F W W G W 4 0 q ti IM xn3DIY. ac LOT:CREEKSIDE LOT #10 ROJECT# 04321.000 OD= 4EBB "1828-CALI" GARAGE ISIMMG: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHrTECT: STATE OF FLORIDA OCT DDAT E DATE: 10/20/17 SCALE: 1 /4" =1' — 0" c 1 N' '�v 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SWA-E POLE 110V OUTLET 110v OUTLET 1/2 O° OUTLET WIRED TO SWITCH CFI 110v OUTLET ECUIPED IFAUL INTERIIPtER (TAMPER RealerANr rrP;;) I 220V OUTLET I (4) WIRE CONNECTION WA CFI OUTLET SWITCH SWITCH 3-WAY OPER ! /4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT GEILIWS LIGHT vP VA" PROOF QO0) RECESSED CAN �- WALL SCONCE PRE -WIRED ® VENT. FAN I CI=M PER SQ Pr. VENT. FAN W/L1GHT I CFa'I PER ea Fr. l FIXTURE I� (SPECS reD ®r dw r.eo, 2-BUL5 WRAP AROUND � GCND. fi WP OWNER'S U 23 SUIT)E''� PRE -WIRED � \ CLG: FAN \ LANAI CEILING MTD. LIGHT 31 TO 5E INSTALLED, PROVIDE 1 J-50X FOR / OPT. FAN 13 / W , r ROOM 31 LIVING 6 ROOM \JP \ \ PRE -WIRED \ CLG FAN ); ( 31 r FLuoR=ecENr r I `qp o 0 0 4' FLUORESCENT 4' TRACK LIGHT ® PANEL o0 i 0. I BATH miiilsi METER GrI / W.I.C. OSMOKE S.D. 54rr. BACK-UP UV HARDWIRE DETECTOR J S.G. WALL MONTED SMOKE DETECTOR BAr. r. BACK-UP UV HARDWIRE " LAUN. ~ OAR!XR MONOXIDE ems. I -UP W/ HHAF=nqEC.OWJEGTED 8/GO DETECTOR SHALL OE A DISTANCE O GP NOT LESS THEN 4' PErVANT LIGHT /' BDRM. #4/ DEN Ft> OUTLET GAS to- TELEPPONE JACK WATERU4 rNSCO HEATER DISGONNECfi TO M ELEVATED ( / PRE -WIRED CLG FAN %� �A �. — / STCO\ / �(\1/OX A/C c1scCNNECT l N❑. TELEVISION JACK ll DINr C� ICAW,tcM IRA i INSPECTION ® 1/ / CEILING FAN/LIGNT IACCOR7ANCE V BOX MARKED AS SUCH FOR FLOOD LIGHT OPr. SECURITY KEYPAD I--Q P.B. WSFi-BLLTTON FOR CHIMES --�� use PORT 40TE5: LOCATION OF TV JACKS 4 PHONE OUTLETS + FANS TO 5E VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETINGS. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI o ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501.3 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF FAR 5THED (2014)5THED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y BUILDER AND 75% OF LIGHTING MUST 5E ENERGY EFFICIENT TYPE PER F.B.C. ENEr Ca CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 44 %4-v` AFF. L T / L — — — —J / BOLLARD / AS REQ. PER 5LDG. WALL MOUNTED / CODE LIGHT W/SWITCH IN / ATTIC / crI/ IFIELDR Cx. (� OUTLET YLESS VERIFY LOC. IL FIXTURE IRRIGATION OUTLET 48" A.F. GARAGE DOOR I % I / 07 -- OUTLET SWITCH IN FOR DW CA5INET 1 _E \\ GPI GF 1 \ � o Fol=T. 7 \ DW REF I \\\ SINK \ KITCHEN PAN. Ft RANGE I P.5. FOR)I C�IIMES I I ---------------------------- OPT. COACH LIGHT HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM.#3 4� PRE -WIRED / CLG FAN I I ` BATH #2 \� BDRM•#2 PRE -WIRED CLG FAN WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.I3 FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #8 2 35 A/C C.U.-1 5664 1 2 Space N.0 3 4 Space #12 1 20 Exterior Receptacle GFI 1200 5 6 Space Space 7 8 Space PANEL - A PANEL: 40 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 160 Amp M.L.O FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 60 AHU-1 (Heater 10 KVA at 65%) 4750 1 2 Space 3 4 Space #6 1 50 Range 4500 5 6 2250 Water Heater GF1 25 1 #10 #6 1 50 Range 4500 7 8 2250 Water Heater GFI 25 1 #10 #10 1 30 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 #12 #10 1 30 jDryer GFI 2500 11 12 1500 Laundry AFCI 20 1 #12 #12 1 20 Garage Lights and Recepticles/ GFI 900 13 14 1200 Dishwasher GFI 20 1 #12 #12 1 20 Disposal GFI 500 15 16 1200 Refrigerator 20 20 1 1 #12 #12 #12 1 20 Smoke Carbon Monox./AFCI 900 17 18 1500 Exhaust Hood Micro #12 1 20 Kitchen Recp/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Breakfast Room/AFCI 900 21 22 1 900 Toilet Room Recepricles / GFI 20 1 #12 #12 1 20 Dining Room /AFCI 900 23 24 900 Owners Suite Lights and Recept./' AFCI 15 1 #12 #12 1 20 Toilet Room Recepricles / GFI 900 25 26 900 BDRM#3 Lights and Recpt/AFCI 15 1 #14 #14 1 15 BDRM #2/Lofts Lights and Recpt/AFCI 900 27 28 2640 Irrigation Controls 15 1 #14 #14 1 15 General Lights and Recpt/AFCI 900 29 30 900 General Ligths and Recpt./AFCI 15 1 #14 #14 1 Space 31 32 Space Spare 33 34 Space Space 35 36 Space Space 37 38 Space Space 39 40 Space Load subject to demand factor calculations / line 27650 18240 Load subject to demand factor calculations 1 line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45890 First 10000 watts at 100% 10000 Remaining watts at 40% 14356 Total A/C load 4750 Future Growth = 10% 2910.6 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 29106 Total Amps watts / 240 volts 121.3 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rao 3 W / Sq. Ft. 5016 Hi -Hats 0 at 65W/Li ht at 100% 0 5016 Total General Lights & Rao (Watts) Ckts# I watts/ckt I Total watts General Lts & Rec Panel A 121 4181 5016 1E�O A1„f= ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE P5CR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/7HWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. PROVIDE 3#2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT m OVERHANG,) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5714 EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCHITECTS 1441 N. KUNALU KLAUAIN t$LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U W O F a U r A h ti BMW Z LOT: CREEKSIDE LOT #10 PR.OdECT* 04321.000 MODEL: 4EBB "1828—CALI" aARAGIM IswLNGF: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 DA TTI 10/20/17 8CALM: 1 /4"=1' — 0" fJHEET 5 n g DINING 12XI2 12XI2 ROOM OWNER'S lex6 SUITE 120 CFM M LIVING ROOM lox 175 CF -� ICX6 10X6 0 8X4 120 GFM 120 GFM �510CFM r oa = I I BATH 8x4 4' 6" 45 CFM W.I.C. 16" I I IO�J �I 1mx6 KITCHEN IL - LI - -1 120 CFM GFM r--r SX4 ICX6 �� 4� CF �5 CI 17T BDRDEN#4/ 6 12Xj - JL 12XIrb Z P S MA EA 4." 1 1 LOUVER 16" PLANTATION ,v 180-04 2'8' BDRM.#3 MAX AIR 10X6 584.15 CFM CFM I i I I III 5" 12XS aFPAPP T L J 4" 4" 10X6 W ° �5 CI=M SX4 O C 12X8 PASS BAH 2 II ate c 7B IGFM FOYER BDRM.#2 CALI EQUIPMENT SCPEDULE 3 TONS MFG CARRIER Cu 251-18C536A — — - APU Fv4CN5006 GARAGE — — - W SPEAT ER 5.5SEER ENTRY TOTAL CAP 35400 ELECTRIC 208/230/II-IP 5RKR CU 35 AI-1U 315 - - - REF LINES 3/4" < 3/8" H V C LAYOUT F w h 11 fl U Ki �I O W A F SUBDIV. & LOT: CREEKSIDE LOT #10 PROJECT* 04321.000 MODELa 4EBB "1828-CALI" GARAGE FSQING: LEFT PAGE: H VAC PLAN 160 MPH EXP. C P 3PItINT 10/20/17 BCALM: 1 /4"=1' — 0" w (I1 b IEDAIR VERTICALLY W/ CONIC. POUR CELL STUDS 16' O.C. MAX SEE ENERGY CODE FORTS FORjriy'/ Y Y NSYLATION R-VALUES SECURE BOTtdM TO S SIMPSON SP4 L 0. TEXTURED FINISFI SECURE BT. TE t SL T}H PSI • 2S DAYS a S' CT1U ANCHOR T T' J., In' GYP. W.. DD. SECURE DT TO IOd S INFORCED W/ q,J 8E $ TA TIER W/ �' MR.: OC AX M NA 7' AX I' NOS. 10' i 6 - WIAAUTA WUIM. WOOD BASE SE OC MAX 0'-0' RFL KA _ J Z w e 0 a e_ p STOP 4' CONC. MINFOI�:ED W/ 6'X6' _ 9 WL4XW4 WI OR FIP�II ON 4' GONC. MINFORCED W/ b'X6' WAXWIA � 4' OONC. REINFORCED W/ 6'X6' WL4WLA 4' CONC. REINFORCED W/ 6'X6' WAXWA 1 < 6-MIL. VAPOR RETARDER ON WW- OR FIDERMES114 ON 6-MIL. VAPOR W OR FIDER'1ESH ON 6-MIL. VAPOR ULF OR FIDERII ON 6-MIL. VAPOR �:- < % _ _ w o WELL -COMPACTED CLEAN FILL RETNmER ON UELL-COMPACTED CLEAN RETARDER CN UF1L-COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLE • . TERMITE TREATMENT TO DE FILL TERMITE TREATMENT TO BE FILL TERMITE tMATMENT TO BE FILL. TERMITE TREATMENT TO DE .• DORA-CARE APPLIED AT FRA"tING. pORA-CARE APPLIED AT FRAMING. 50R4-CARE APPLIED AT FRAMING. m DORA-CAIE APPLIED AT FRAMING. 4' (3) 9 WEAR ON CHAIRS 4 .o' 4 •' r (2)'S REBAR ON CHAIRS (2) b REDAR ON CHAIRS 12' MRL OW GRADE q - > w (2) b ROAR ON CFINRS 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING �1 W/ BLOCK WALL %1 AT L.B.W. (W/ UPLIFT) �� AT L. B. W. �1 AT L.B.W. (W/ NO -UPLIFT 3 STAIR DETAIL NOT USED 1 SCALE: 1/2'.I'-V' SCALE: VI'-U-0• �� 1"j/ : �.. 1) SCALE. 1/2'.I'-O' 3 t1 C � 6 m 4• CONG. REUF. WJ b•xi' WAXYMAO VIM ON 641 POLY ETHYLENNE VAPOR RETARDER ON YELL -COMPACTED CLEAN FILL TER'IttE 4' CLNI REINF. W[ 6S6' WL4XW 4V UM S'NDS 16' OG. MAX pp TREATMENT SHALL 00 DORA-CADRE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' OC, MAX '^ U e�� RETARDER ON YELL -COMPACTED CLEAN HEAD OF GARAGE SECURE P.T. MT, PLATE TO W/ (U'b REAR ON CHAIRS 4' , FILL TW IttE TREATMENT SHALL DE SECURE BOTTOM PLATE TO STUD W/ SECURE DOITOM RATE TO STUD VARIES WITH SLOPE MASONRY NAIL • 37. O DORA-CARE SIMPSON 6P4 *32' OL. MAX SIMI SP4 632' OZ. MAX THICKEN EDGE NEIGFr OF GA RAGE 6ECUTE MIT, PLATE TO xe 4 GARAGE STEP-UP �Q HEIGHT OF GARAGE ANCUE DT. PLATE TO S �(\/�\\� �J`) SCALE, I/Y.1'-0' VARIES WITH 8LOPE ANCHOR BOLT W/ 2' VARIES WITH SLOPE ANCHOR BOLT WJ 7' R T BEQIIE BT. ; qO S�QC�/ IRDd 5 NON -BEARING N MIN. • 321 oc MAX MIN • 32' OC MAX N M ;►��►7��+AA��42''' C1oex GALE, •_I'-0' u, 'EPDXY NOT RECiI E 'EPDXY NOT 1 ION u, N� m . rc MOLTS DOLTS IC ° ..• 4' W/ 6'.b' WAXWII WMT W44 ON I LY ETHYLENE VAPOR META R ONWELL-COMPACTED CLF_AN FILL TERMITE TREATMENT SHALL6'Xi' WLOR a _WVE b-P11L VAPOR 'A '. r 4' CONG IEIPFORCED W/ b'XI.' W1,4XIUTA 4' CONC. REINFOR^.ED WJ 6'X6' WIA)YU1,4 ° 4' CONC. IEINFOIDED W/ 6'Xb' WIAXWL4 °pORA-CARE WELL -COMPACTED CLEAN 4• CONC. ') AO WWM ON UJIF OR FIDERMEBH ON 6-MIL. VAPOR WLF OR FIDERMESH ON 6-MIL. VAPOR ULF OR FIDEWI ON i-MIL VAPOR TETIEATTTEN7 TO BE 4 b-MIL H POR RETARDER = RETARDER ON WELL -COMPACTED CLEAN z RETARDER ON WELL -COMPACTED CLEAN z W RETARDER ON WELL-COIMPACTED CLEAN T APPLIED Af F�RAMI G. > ° AN FILL TERMITE F FILL TERMITE TREATME'lNT TO DE E FILL. TERMITE TREATMENT TO DE � �^ FILLTERIMITE 11EATMENT TO DE � � l2) b REDAR ON CNAIRB SH DORA-CARE ^� U 4' -0' 4' DORA-CARE APPLIED AT FRAMING. 5) B' a DORA-CAME APPLIED AT FRAMING. -CARE APPLIED AT FRAMING. a DORA-CAME APPLIED AT '`!` //\J/ 4' I'-®' DORA-CAPE APPLIED AtFRAMING.A•MAR ON CHAIRB 3' MIN.8 (2) b IEDAR ON CHAIRS (3) b REDAR ON CHAIRS (2) b R-D.'!AR ON CHAIRS COVER �L) 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 6 L.B.W. W/ UPLIFT_ 6 A 2-STORY L. B, W. W/ UPLIFT 6 B L.B. W. W/NO UPLIFT W//NO UPLIFT 4A AT FRONT. PORCHES EXTENDED STEP �'• ° SCALE: In°=I'-m' B SCALE: In'.I' 6C EXTENDED FOOTING •STENUI TO DE MIN. 3 OOYRBEB SCALE: GRADE RECESS FOR SECURE P.T. DT. PLATE TO §.lam a '' J ,'` GARAGE DOOR VYX9' ANCFIOR DOLT W/:°�481-IEI�T'd� I7MBED. MM. • 32' \YJ lU b WEAR VERTICAJ_LY W/ CONC. (V b REDAR VERTICALLY 'xi' WIAXWL60 WIN BEQURE PT. MT. PLATE TO SLAB W� ,�T`�y`I•v�sy-`J : • POURED CELL W/ CONC. POURED CELL / -MIL ETHYLENE VAPOR I/J'�S' ANCHOR DOLT W/ Y I-'-�Ie�w\WR% /, / S' Cm 6' CL F TERMITE TREATMENT SHALL . o . . WI MIK • 32' OC MAX 7 - Z 4 8 B' -CARE 4' CONC, REINF. W/ 6'x1' WL4XWL4O WlM ON m z L LL NOTE, OPTIONAL in " UPI- L POLY EtlIED C E VAPOR METARDER ON w i Q NOTE, OPTIONAL USE OF - g CONCRETE • 'b REBAR ON CHAIRS I,_® A DELL -COMPACTED GLEAN FILL TEMMITE ° a.. . UI/ 6'xi' W.4XWA0 WUM J 'I' WALLS OE C TERM Y WALLS TO BUILDER 1 810N. TREATMENT 6HA11 BE BOR4-CARE 6-MI POLY ETHYLENE VAPOR N BUILDER BY DIVISION. STUCCO f11 b IEBAIR ON G3AIIQB lu ER CN uELL-caMrAOT>=D cLE•a+ B 6Tol- C CRETE PAD FILL TERMITE TREATMENT SHALL BE STOP T S c n �/ �, WA,a„OR WIM ° �A-AM 9 . - ' 11 GARAGE DOOR FOOTING > MIL L HYLB•E VAPOR �'. CURD HEK=HT VARIES w w SCALE IR•.I'.0' +' ACTED CLEAN ..° FILL TIEATME'tT SHALL. BE DOW-CARE (D) b REDAR ON CNAIRB Q z � - > � . VARIES i0 CONG REUFOR ED W/ 6'X6' L IINA 6' 1' RECESS FOR '�- 8 4" i a °�. ;4 0 e WIF OR FIDERMESH ON 6-MIL. VAPOR Syfj. tl 3 3 z K (2) b R�4R ON C44A.IIRB �_ O LLILF OR F DERMESFI ONON 6-MIINEINFORCED III L VAPOR A _ RETARDq¢ QV iLELL-COMPACTED CL.EMI O [IJ IO T. 2'-0' - ,- FRNUBH FLOOR +� RETARDER ON WELL -COMPACTED CLEAN ,. ".. FILL. TERMITE APPLIED T TO M LL' V 1 1'' 4 • FILL. TERMITE TREATMENT TO BE - DORA-(-NE APPLIED AT FiRI+U'iINL+. ^,U GARAGE STEP-UP W MORA-CAE APPLIED AT FRAMING. x: zE e• e• 4• > .;a ' 2-STORY L.B.W. 4 F `a 4' I 0 (2) b IEBAR ON CHAIRS - f31 b REDAR ON eHAIeB ° GARAGE STEP- UP @gEXnTENDED FOOTING SCALE: In'•r-0' ~ m.' 1—STORY L.B.W. W/ UPLIFT 1-STORY FOOTING 2-STORY FOOTING /EXTENDED SLAM I W aR� HEI B AT GARAGE AT GARAGE SLAB AT S. G. D. "E @EpX9T.E9NDED FOOTING �. DR �8 /A1 SA SCALE: In'=1'-m' 1O ,SALE,,,=I'_p' SHOWER RECESS FOOTER ALE: In' = I'-®' SCALE, I c (V b SEMI VERTICAL W/ CONC. � PGLRED CELL A .. GDNC, MINI W/ 6'x6' WIAXWIAO WLM BEE ENERGY CODE FORTMS FOR _ ON 6-MIL POLY ETHYLENE VAPOR IM%LATION R-VALUES . RETARDER ON WELL-CO-IPAI CLEAN 1'E)CT111ED FINISH FILL TERMITE TREATMENT SHALL DE BORA-CARE S' CMU Z (2) b IEDAR ON CHAIRS GROUTED BOND BEAM WO D SGYP. E AB AT GARAGE U VARIES PER ELEV. VERTIa ^J SERVICE DOOR TO WORUCKTALEDAR yy r E. .'-0RKMA REDAR W/ 10' HOOK TIE VERTICAL MIDAIR TO HORIZON IV, w •_ 4 GROUTED MONO REAM < .T IEDAR W/ 10' HOOK ag NOT USED ° VARIES PER ELEV. VaRltB PER ELEv. Z ,� or I : .. 9 4'�(�' . REINFORCBD WV 6'X6' 14 a — L L' WIAi�f I YAIF OR FIDERMEBH ON Tp L 6-MIL. VAPOR RETARDER ON i0 WELL -COMPACTED CLEAN FILL. �•�f NOT USED L ° -e °' alRoutED BOND BEAM O ^� TERMITE 'TREA'IM7ENT TO DE l • POURED LM . ( I �' 1 f p C MORA-CARE APPLIED AT '.w., b' CMU ED L LINE 0 " ' m 6' WC CHASE THRU FOOTING m WW . e'.. 8' 4' (31 •b REBAR ON CHAIRS 7,'. 2X WALL B cm I -STORY a° rvfi _�j (4) VI ANCHOR BOLTS N (4)1S'XT' !I!1' DRYWALL F z1I 2'-0' (-DOLTS MIN S' EMBEDMENT W/ 2'X2'Xlro' / (2) b IEDAR ON CFMIRS '- WASHER AND NUT SPACED EVENLY FROM /WOOD BASE 2-STORY a° ° LOOR TO BOND MI SET IN JOINTS / (3) b WEAR ON CHAIRS 2-STORY FOOTING OLLIDTFOURLLACCCCEIf"�Ts�LERETI M QT./INT. 3 W BLOCK WALL FRAME WALL TO (I) b ,EBAR VERTICALLY W/ CONC. , SCALE:In"=I'-m' 15 BLOCK WALL CONNECTION POUR CELL SCALE: I/A•.I'-0' - SEE ENERGY CODE FORMS FOR INSULAt16N R-VALUES _ IRED B' cMU 4 FOR INSPECINON OI T� ON 16 GAS LINE THRU BLOCK 1/2' GYP. W _ BD. Z Z WOOD DARE F € , "^ NOT USED w 4' OONC. IER•F. Wf b'xb' WAXWIAO WUM - ry t o ON 6-MIL POLY ETHYLENE VAPOR z:.I 7 :� RETARDER ON WELL -COMPACTED CLEAN .0'-0' FIN. III d-0' FN FLR I, £ 15 FILL TERMITE TREATMENT SHALL DE f IJ b RED�MR SET M 81MPSGN HKiH .l d a O DORA-CARE ,. TIE VERTICAL BAR r' 8"11 EPDXY 6' EMDND. MR , <I (2) b REBAR • I -STORY _ j e a 4.. TIE VERTICAL REBAR E (3) b W15AR • 2-STORY ° t0 HORIZONTAL . ° TO 4UORIYONtJlL I ^- , :. .. .. � REBAR W/ 10' HOOK REDAIR W/ 10' NOOK B a - ° -�� OUTSIDE IRfBAR TO DE 6' PVC CHASE THRU FOOTING . ��t•. 4r. =�. r CONTRWOUS 4' CONC. IEINF. W/ b'xi• WL4XW AO [I) b VERt. DdIEL YAM ON 6-MIL POLY ETHYLENE ° ° 'a . LAPPED W/ BOND BEAM VAPOR RETARDER ON (U b MMIAR AT CORNERS i 1-BTORY <• °M WELL-COIPILL7. WvWLAP IMRN. „$ B UPS MOARcmcHAIRS HORIZONTAL/VERTICAL TERMITE TREATMENT SHALL DE I,_4. 2-STORY BORA-CARE 2'-1'MR LAPL (3) b IEISAIR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TIP. RETROFIT FOR PIPE THROUGH E REINFORCING F BEARING CHANGE ��A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP W STORY FOOTING ' �'r�E° "''•'' °' C AT LINTEL CORNERS D W BLOCK. WALL e� ALL EXTERIOR F'OOrI'ERS AT F'IT;ISTI SLAB'S TO BB MIN. 12" BELOW Ul'TDISTURBEID SOIL CONTROL DATE: 07/01/15 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 F 11 .4 cnl W fiq F ri ri q h A N?v ti evBDiv. ea LOT: CREEKSIDE LOT #10 PRDJBiCT# 04321.000 MOD$IA 4EBB "1828-CALI" GARAGE 8WMG•: LEFT PAGO MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ACT 3 15 l / DATA: " 10/20/17 SCAUM 1/4"=1'-0" BHEET D1 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT "30 PELT PAPER INSTALLED PER FBCR R90521 ON �r." 0,85. 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.C. PLYWOOD SECURED PER 30 FELT PAPER INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W OVER r/ I -� INSTALLED PER PBCR ReO521 ON r7 O.S.B. T T FP l2) 12d's � EACH TRUSS R90521 ON �r," O.S.B. SHEATHING OR ' CDX 0A.- TO 5E INSTALLED 0 MID. POINT SHEATHING OR I" CDX PLYWOOD SECURED PER MTL. DRIP EDGE j OF TRUSS SPAN, OR 10'-0" O.G. PLYWOOD SECURED FASTENER SCHEDULE STIFFBACK At ALL UPRIGHTS + MAX. 2x4 OR 2x6 FASCIA PER PER FASTENER OVER 4'-10" HIGH (SEE SEALED ELEVATIONS SEE ENERGY GORE FORMS FOR SCHEDULE ENG. FOR SIZE AND CONDITION) INSULATION R-VALUES VENTED ALUM. SOFFIT MTL. DRIP EDGE T rP. PRE-ENG WD. TRUSS 24" O.C. STIFFBACK AT ALL STRENGTH GUM G BOARD HIGH SEE ENERGY COPE FORMS FOR 0A. MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PERU-Y; HIGH (SEE SEALED ENG. II " GYPSUM BOARD OR }" HIGI-I ELEVATIONS FOR SIZE 4 CONDITION.) 2x4 NAILER MTL. DRIP EDGE �. VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ STRENGTH GLG. BOARD (2) 12d's a EACH TRUSS OSB. SHEATHING OR CDX 2x4 s 24" O.G. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS GONG- FELLED LINTEL BLK W/ ll) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET p2 '5 REBAR CONTINUOUS INSULATION R-VALUES OR �/15" ZIP SHEATHING SYSTEM CONC. FILLED LINTEL VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUP. SPECS.) 05 REBAR CONt NUOUSBLK W/ (1) EMBEp.IS� RARUpRIA� ®P PRECAST LINTEL 2X6 P,T- SECURED TO 5/8" GYPSUM BOARD OR 1/2" MASONRY w/ 1/2"x9" A.5. HIGH STRENGTH GLG- BOARD 1/8" THICK, 3 COAT PORTLAND SEE ENERGY CODE FORMS FOR w/ 2 DIA° WASHERS, 111 CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV'p METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.G. SEE ENERGY CODE PORT" 15 FOR ON PORTIFIBER JUMBOTEX GRADE INDOW ATTACHMENT AS PER 5/$" THICK, 3 GOAT MANUFACTURES SPECIFIGAtIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK ANUFAGTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO CONC, FILLED LINTEL WINDOW ATTACHMENT AS PER PLASTER APPLIED STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY INFORMATION) PRECAST SILL BLK. W/ (1) N5 REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL OR CONTINUOUS '1/16" ZIP SHEATHING SYSTEM (1) "5 REBAR VERTICALLY W/ (INSTALLED PER MANUP. SPECS.) GONG. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED (1) S RE5AR VERTICALLY W/ I (SEE DETAIL 5/D3) CONC. POURED CELL p . Ix2 P.T. PURRING SCRIPS s 24" O.G. 5/8" THICK, 3 COAT Ix2 P.T. FURRING STRIPS + 161 O.C. Ix2 P.T. FURRING STRIPS 16" O.G. PORTLAND CEMENT SECURE GABLE to 2x6 P.T PLASTER APPLIED I/2" GYP. WL. BD. PLATE W/ 126's 8' O,C, MAX 8" GMU 8' CMU DIRECTLY TO MASONRY WOOD BASE I/2" GYP. WL- BD. 1/2, GYP. WL. BD, S WOOD BASE . ECURE 2x6 PT. PLATE TO BLK W/ (I) "5 REBAR 1"x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE I IHI VERTICALLY W/ GONG+SET IN EPDXY MEMBEPPSON I M}IN mRENGTH 32 OC POURED CELL e II all CMU B MAX. /$ THICK, 3 COAT PORTLAND L CEMENT PLASTER APPLIED Lu 1 z Q DIRECTLY TO MASONRY z r �..�: . • 1—STORY �o • ; at, 1—STORY GABLE BLOCK~ 1— STORY GABLE �- NOTE; BLOCK WALL 2 WALL W/ VAULT C LG. PER 1=8GR 905.2.1 - r-OR R001= SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT 5GALE: 3/4" = I' -®" SCALE: 3/4" = I' -0" (rB LO C K WALL SYSTEM IS REQUIRED. 1=OR ROOF SLOPES OI= 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 CA1-E= 3=1'-a" PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 675-t 2x4s SECURE TO BLOCK W/ W 2X4m 2X4•' 2X6 P.T. SECURED TO TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ i(r, SECURE TO BLOCK wN4' CHORD F3RAOING. IMIN. SWANK 812E .145 TAPGONB OR DRIVE DIN TAPCONS OR DRIVE PIN MASONRY W/ 1/2"xS' A.B. w/ MIN. EMBEDMENT 11Y4) MIN HEAD SIZE E300 MIN. HEAD 612E 300 8' CMU ' LOCATION MIN. HEAD (MIK SPANK .14b(MIN. S4{ANK SITE .145 211 DIA. WASHERS, 7" MIN. PLAN FOR WITHIN 8' OF EACH END 1 MIN. EMBEDMENT IY41) NOTE: STRUCTURAL 2X MUST BE EMBEDMENT WITHIN 8 OF PRE-ENG'D WOOD NOTE: STRUCTURAL 2X MUST DE MIN. EMBEDMENT I YE NOTE, STRUCTURAL 2X MUST DE WITHIN N O= EACH END 1 JY DRYWALL EA. END, 32" O.C.MAX IN B' CMU 18' O.G. MAX SPACING. WITHIN 8' OF EACH END / TW OUTSIDE 1 SECURED W4 OR 1'k2' P.T. NAILER TRUSS (TYP) a 24' I' 4' OR LL 2x6: NO OUTRIDE 1 SECURED THROUGH 18' O.C. MAX SPACING. ON OI=TSID£ / SECURED 18' O.C. MAX SPACIf�Kx. THROUGH NON-STRUCTURAL '14' Ix4 P.t. OR 94'X4' MIN. SECURE tHRU FIELD. I'X4' OR I'XZ' P.T. NAILER NON-BTIRJCTURAL 3((,' INTO THROUGH NGN-STRUCTURAL 34' 2X6 FaZAhTE / EXTEND 144 INTO BLOCK W/ TAP(.ON MIK I-Y4 EMBEDMENT O.C. MAX ❑ Ix4 P.T. OR 91X4' MIN. SECURE t0 BLOCK WP-iTe,' MIN I-Y4' EMBEDMENT INTO 2X6 TAPGON MIN. 1-Y4 EMBEDMENT SECURE TO BLOCK INTO BLOCK SIMPSON BEGUR`c tHRU f-'R.QME 1 TAPGONS OR DRIVE PIN SECURE t0 DLOOK INTO BLOCK WA-114' tAPGCNB OR �4' TAPGON6 OR DRIVE PIN EXTEND I Y4 INTO BLOCK (MIN. SWANK SIZE J46 W/2-%' TAPGCNS OR 71IMIN. SHANK SIZE.1" HETA-16 DRIVE PIN W/ %' TAPCONS OR DRIVE MIN. HEAD SIZE 300 DRIVE PIN MIN. HEAP SIZE 300 O ' CMU (MIN. SWANK 91ze .145 (TYP) vER1PY MIN. EMBEDMENT I Y4) (MIN. SHANK SITE .145 a, CMU MIN. HEAP SIZE 300 ' CMU MIN, EMBEDMENT 1-Y1 PIN WITHIN B' OF EACH END 4 DRYWALL MIN. HEAD SIZE 300 'DRYWALL 'DRYWALL WITHIN 8' OF EACH END 1 IS' O.G. MAX W/ TRUSS PLAN (MIN. SHANK SIZE .148 IB' O.G. MAX SPACING. 'X4' OR I'X2' P. NAILER MIN. EMBEDMENT I Y4) MIN. EMDEDMENT I Y4) I'X4' OQ I'X2' P.t. NAILER 61''4GI1'1C' MIN. HEAD SIZE 300 'k4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END / MIN. EMBEDMENT I-Ya' 2� WITHIN 8' OP EACH END 1 ❑ ❑ WITHIN B' Or EACH END / SECURE TO BLOCK W/J-%. 'Y.' p,B, 3 X 4' MIN. 18' O.G. MAX SPACINGS. IVOr— MAX SPACING. 18' O.C. MAX SPACING (MIN. , DRIVE PIN DOOR CASING ZX6� , SECURE TO BLOCK W/I-1/4' � O.S.S. X 4' MIN. DOOR CASING DOOR CASING IMIN. SHANK BITE .145 SECURE TO BLOCK IO Ni DOOR CASING TAPGONs OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW t IN. SWAONSNK OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR JAMB X WINDOW MIN. EMBEDMENT 1 Y1) (MIN. SHANK 917E .145 DOOR JAMB OR WINDOW POOR JAMB X WINDOW ATTACH TO IX PER MANUPAGTIIR`cb ATTACH t0 2X PER WITHIN V OP EACH END 4 ATTACH TO 7X PER MIN HEAD SIZE 300 ATTACH TO 2X PER MIN. HEAD 812E 300 ATTACH TO 2X PER DETAILS. MANUFAGT111�8 DETAILS. MANUFACTURES DETAILS. 18' O.G. MAX SPACINGS. MIN. EMBEDMENT I Y4) MANUFACTUREb DETAILb, MIN. EMBEDMENT I Y4) MANUFACTURES DETAILS. WITHIN 8' OF EACH END / WITHIN V OF EACH END 4 NOTE; SHIM AS NEEDED TO PLUMB NOTE, 6HIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB Ig' O.C.MAX SPACING. NOTE' SHIM AS NEEPEP TO PLUMD IV O.C. MAX SPACING. JAIM (PO NOT EXCE0049 JAMB (DO NOT EXCEEDY4') JAMB (DO NOT EXCEED Y4) JAMB !DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1/y1f DOOR JAMB TO BLACK +3" DOOR JAMB TO B[.00K +3-7/I6' DOOR JAMB TO BLOCK +3/4 OR +6/4 � /nl WINDOW TO BLACK +3/4 OR +6/4 /i\ Vmww TO BLACK +1-16/18 WIIiDOW TO BLOCK +9" (nl WDID OW To BLACK +3-7/16- �1 WLNDOW TO BLOCK +3/4 OR +5/4 3/8. -0 `� SCALE: 3/8'=1'-0' : 3/8°•I'-0' 2X4m 2x4:. 2x4<m SECURE TO BLOCK W/ W 2X4q, SECURE t0 BLOCK W/ %' mGURE TO BLOCK UU %, TAPCONS OR DRIVE PIN SECURE TO BLOCK W/Y4' TAFCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .K5 TAPCON6 OR DRIVE PIN (MIN. 514ANK SIZE .148 (MIN. SWANK 812E .145 MIPL HEAD SITE 300 (MIN. SHANK SITE .145 GONG. POURED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41 WITHIN MIN. HEAD SIZE 300 ® LINTEL COURSE MIN. EMBEDMENT I Y49 WITHIN MIN^ EMBEDMENT I Y4') WITHIN V Or EACH END t IV O.C. MIN. EMBEDMENT I Y4') V OF EACH END / 18' OL. B' OF EACH END 1 D' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END ! NOTE: STRUCTURAL 2X MUST MAX SPACING. NOTE: STRUCTURAL 2X MUST 2k6� BE ON OUTSIDE 1 SECURED 16' O.G. MAX SPACING, BE ON CU76I0E 4 SECURED 2X6:m MAX SPACIN6. DE ON OUTSIDE 1 SECURED SECURE TO BLOCK THROUGH NON-6iRiGTURAL 2>e* m THROUGH NON-STRUCTURAL 2X6! THROUGH NON-STRUCTURAL -%' TAPCON MTI�L 144' SECURE TO DLOCK VA-%, SECURE TO BLOCK wn-)61 Ub2- .' TAPGCNS OR SECURE TO BLOCK UI11-1/4' EM EIX"IE TN MM. B TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN %' TAPC0N MIN. I-Ya' DRIVE PIN EMBEDMENT INTO BLOCK TAPCCNB OR DRIVE PIN EMBEDMENT INTO BLOCK ^} 44- �� GG a 50TTCM^EDr E54' mac. !MN. SHANK BIZE .148 (MIN. SWANK SIZE Job EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 IMIN. SHANK 817E .145 IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN. HEAD SIM 300 MIN. HEAD SIZE 300 MIN. HEAD 612E 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4) WITHIN $, CMU MIN. EMBEDMENT 149 D� „qLL MIN. EMBEDMENT 149 g' GMU RE-INFORGING 36' O.C. WITHIN V dP EACH END / V CMU a, OF EACH END 4 16' O.G. a DRYWALL WITHIN 8' OF C. MAX SPACING, ENCS. I'X4' OR LL P.T. NAILER WITHIN MO�: EACH END AX EA LNG. 4 1S' DRYWALL MAX 'B TRUSS BTM. 18' O.G. MAX BPA,GING. ' D'ORDL MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8:m 2ND 2X SECURE TO I'X4' OR I'X2' P.T. NAILER CHORD, SECURE W/(3) IOd 2X8: me ❑ I'X4' OR C I'X2' P.T. NAILER 2kBm sTRUGTURAL MEMBER 2X8� . SECURE TO BLOCK W/2-%' OOR CASING SECURE TO ffiLOCK UN2-11G,' R CASING SECURE TO BLOCK SECURE t0 BLOCK W/I-I/4' ' P.T. X 4' MIN. NAILS B EA. TRUSS W!1-i(.' TAPGONS OR END 4 WITHIN $' of EACH tAPCONs OR DRIVE PIN R CASING T IN. SPA OR DRIVE PIN TAPCON6 OR DRIVE PIN DRIVE PIN END 1 6' 70 8' OG. MAX (MIN. SHANK SIZE J, CHORD (MIN. SHANK SITE .146 (MIN. SHANK SIZE J45 (MIN. SWANK SIZE .146 OOR CASING MIN, HEAD SIZE 30ID . MIN. HEAD ME 300 DOOR JAMB X WINDOW MIN. HEAD SIZE 3I . DOOR JAMB X WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4. FP:R J�B 2X MR WINDOW GABLE END BRA C I N G MIN, EMBEDMENT END I Y10' Or— ATTACH TO 2X PER 8' EMBEDMENT I Y4) WITHIN ANUFTTACN t0 TX PER MIN. EMBEDMENT I Y1) 1TACH TO 2X PER WITHIN V OP EACH END 1 ' 8' OF EACH END / 18' O.G. MANUFACTURES DETAILS. 8' MAXEACH END / I$' OL. MANUFACTURES DETAILS. WITHIN V OP EACH END 4 MANUFACTURES DETAILS. 18' OTC, MAX SPACING. ANUFACTURES DETAILS. q SCALE: 1/2 " = I' - 0 MAX SPACING. : SHIM AS NEEDED TO PLUMB X SPACING. NOS, 8HIM AS NEEDED r0 PLUMB Y I$' O.G MAX SPACINGS. NOTE, 6HTM A6 NEEDED TO PLUMB NOTE: SFiN'I AS NEEDED YO PLUMB JAMB (DO NOT EXCEED Y1) JAMB (PO NOT EXCEED A) JAMB (PO NOT EXCEED Y1) JA1D (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLACK +2 �� DOOR JANB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" in1 WINDOW TO BLACK +1-1/2" /rN\ WINDOW 17 BLOCK +2 1!4 v, WINDOW TO +3" � WLRDOW TO BLOCK +3 3/4" SCALE, 3/8'=1'-0' u SCALE: 3/8'=I'-0' SCALE, 3/8'=I'-0' i SCALE: NIB'=I'-0' m !7 Ij FASTENER SCHE=-1DULE NAIL_ REQUIREMENTS TOP CORD BLOCKING AT 4' y . Ael Ie Ai_M 01 'wy' `"" r"v"" USE 'i/16" OS.6. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMING: O : TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. a u FOR SHEAR < UPLIFT (O.S.B. TO BE STRUCTURAL N ° RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE � a 0 � p "8 2' DECK SCREWS ®6'-8' m z aD ad ROUNDPIODIFIED � T 1 i/8" .113 1-10,000 I06 ROUNDMODIFED O I _ _ _ 2I/8' __ @B _. II0Id00 R©OF 51dEGT!-LING: TO CsABLE END FRAME USE 'N8 GUN NAILS m 4' O.G. ROOF SHEATHING NOT REQUIRED EXCEPT • OPENINGS ) �9 / s 9 Ik u MAX w EDGES < 12' OG. O.C.O... ,, r.� v .- 1 1.G -, I� w J)"'-IN/l IIY rI��IJ. UI\II-FRGF{{/G{/ "w R SHANK GUN NAILS EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY SM OF INC. SHANK TO EXTEND BEYOND' z ° o gG- 6' OC. IN FIELD USE I/2' GDX OR i/16' 095 PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL IATICN � 111 u a THICKNESS OF SUB -FLOOR i u OG. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 1 I. 0.113 INCH NOMINAL SHANK DIAMETER z $ n m o SHEATHING BOTTOM PANEL AND 00 RING SHANK GUN NAILS AT IS' O.G. AT 2. RING DIAMETER OF 0,012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR T/16' ZIP SHEATHING SYSTEM 3. I6 TO 20 RINGS PER INCH (INSTALLED PER MANIUR SPECS). SEE DETAIL. 4. 02W INCH FULL ROUND HEAD DIAMETER ROOF SL4EAT�4ING LAYOUT NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN S. 2 INCH NAIL LENGTH ANDNDUJALL 1 BRAG INCH — ACCEPTABLE FASTENER PROM ANY MANUFACTURER i TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SCENARIO FOR ZONE 3 -ROOF DESIGN PRESSURE BASED ON WORST CASE BUILDING LENGTH FOR GA5LE END FRAN'I INC. ALL EXPOSED MEMBERS SHEATHING (0.&15. TO BE STRUCTURAL GRADE) ARCH I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rA W y w 0 0. U w A F A 2 swimm do LeTi CREEKSIDE LOT #10 PROJECT# 04321.000 MOD�Le 4EBB "1828—CALI" GARAGE 81WI4Q': LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 DAT�a 10/20/17 BCALic: 1 /4" =1' — 0" FI5ERGLAS5 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R905.2.7 ON 6' OSZ. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR �" CDX BAYS 4'-0" O.G. (AT *130 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED F15ER31-ASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER _EMBED. STRAP OW FELT PAPER INSTALLED O.S.B. SI-IEATI-41NCz OR CDX CLEAR VENTILATION SCHEDULEVERIFY W/ TRU56 PER F}3CR R90521 ON PRE-ENG WD. TRUSS PLAN �„ PLYWOOD SECURED PER PER FBEG R402.23 24' O.C. MAX. ` O. P WOOD SECURED PER DX FASTENER SCHEDULE FASTENER SCHEDULE I1_01 PRE-ENG TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TY-F- MTL. DRIP EDGE SEE ENERGY CODE FORMS WOOD SHEATHING PRE-ENG WD. TRU5S FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA 24" 24" O.G. MAX. FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA 5/5" GYPSUM BOARD OR 1/2" 2x4 OR 2X6 SUB -BAND PER ELEVATIONS HIGH 5T}M� *TH CLG. BOARD PER ELEVATIONS PER ELEVATIONS 5i ° WRB LAYER "I, s GYPSUM BOARD OR DOUBLE TOP PLATE GONt. 2x4 RAT RUN SECURED STUCCO WRAP VENTED ALUM. SOFFIT" VENTED ALUM. SOFFIT W/ C2) 12d's o EACH TRUSS VENTED ALUM. SOFFIT HIGH STRENGTH CLG. WRB LAYER 02, FORTIFIBER BOARD TYP. WINDOW I-VADER 51ZE VARIES SEE ENERGY CODE FOR--IS FOR BUILDINCs PAPER I/2" CDX OR �/16" OSB INSULATION CODE 1,000 UPLIFT METAL LATH o.H. PER WINDOW OPENING SEE SECURE TO WALL PER SIMPSON i:` FASTEN TO WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR SP2 EA. MEMBER O.C. MAX 1/2" CDX OR 1/16" 055 DETAILS 1/2" HIGH STRENGTH CLG. SECURE t0 WALL PER ON SHEET D2 2x6 SYP *'2 2XO STUD /s' TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" TIP Bo�� FINISH + WOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE DBL TOP „ /x M TYPE CONTROL JOINT WINDOW HEADER SIZE VARIES PLATE, OR I/16' ZIP WINDOW SILL (INSTALLED PER PER WINDOW OPENING SEE ZIP SI-IEATI-ING SYSTEM (INSTALLED ` CONNECFRAME TO 5LOCK TION S EDETAIL SHEATHING SYSTEM 2x6 STUDS is 16" O.G. MAX W/ MANUF. SPECS) HEADER SPAN CHART FOR 15/DI (INSTALLED PER INSUL., 8E!° ENERGY GODS DETAILS MANUF. SPECS.) PER MANUF. SPECS.) OR 1„ FORMS FOR INSULA DRY WALL �' WIDE STRIP SELF IP R-VALUES WINDOW ATTACHMENT SPE FI PER " DIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN 1/8 THICK, 3 GOAT MANUFACTURES SPEGIFIGATIONS MASONRY BEFORE APPLYING CEMENT PLASTER 1/8" THICK, 3 GOAT AT 16" O.G. MAX WITH �" ' t 4 G L O L D AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" y TEXTURED APPLIED t0 METAL SCRE S E ENER APPLIED TO METAL 2x6 STUDS o 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH s MASONRY LATH OVER 2 LAYERS 5G E 5 ET D2 LATH OVER 2 LAYERS INSUL., SEE RGY CODE g: CMU OF GRADE D OF GRADE 'D" FORMS F IN ATION 2x8 SYP "2 BUILDING PAPER OR BUILDING PAPER OR R-V E5 WOOD STUDS ON PI PAPER BACKED LATH PA BAC LATH a A. X SU OR GLUED AND AT 12" O.C. MAx U VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED' A PER FASTENER HOUSE WRAP HOUSE WRAP H ON SHEET D2 BETWEEN DISSIMILAR G 2x8 P.T. SYP *z I F O SOLE PLATE (1) COURSE TIE -BEAM ATERIALS POURED SOLID WITH q SCALE: N.T.S. DETAI PRE-ENG FLOOR TRUSS Z LE (INSTALL PER MFG. SPECS.) Z CONCRETE. (1) "5 CL REBAR HORIZONTALLY CONC. FILLE L I" GYPSUM BOARD OR 1' HIGH /? O 3/4" T 4 G SUBFLOOR GLUED DETAIL 5 WEEP SCREE PRECAST LINTEL AND SCREWED AS PER BLK W/ lU 5 BAR STREN(TH GLCs. BOARD N 1L 0- CONT UOUS O (y ASTP'I 926-C 4 63 C IX2 NAILER/DRAFT STOP0 PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON 1 (INSTALL PER MFG. SPECS. IL (SEED f 2/D ) WINDOW ATTACHMENT AS SHEET D2 ' GYPSUM BOARD OR it Z W PER MANUFACTURES SEE ENERGI' CODE FORMS HIGH STRENGTH CLG. BOARD loll 0 SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. a FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP O CMU) W/ (5) 126 NAILS 0 EAC PRECAST LINTEL z *5 REBAR a 16" PRECAST SILL T SS CONC. FILLED LINTEL BLK W/ LLI — PRE-ENG FLOOR TRU E5 (I) "5 RAR CONTINUOUS Z (y O.C. MAX, IN WINDOW ATTACHMENT AS PER lll CONCRETE ( INSTALL PE G. SPECS) 5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES Q O VERIFY PER � 16" O.G. GONG. FI LI T L BLK W/ PLASTER APPLIED PRECAST LINTEL — P�- QN' p 8 CU C RE AR CONTINUOUS DIRECTLY t0 (I) 5 REBAR VERTICALLY WINDOW ATTACHMENT AS PER Z MASONRY W/ CONC. POURED CELL 0 O R-4.1 1/2" GYP. WL. BD. IB B O N 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS Q U IX2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL N INSULATION (1) 04 CONTINUOUS REBAR FASTENING DETAIL STRIPS 241 OG. PLASTER APPLIED WOOD BASE 8 ICMU DIRECTLY " t0 (1) S RE5AR VERTICALLY 4 O A SCALE: 3/4"=1'-0 1/2 GYP. WL. BD. MASONRY W/ GONG. POURED CELL m Z 04 REB R 48" LONG p� 4 W/6" HOOK a 24" O.C., n 41 LA WOOD BASE Ix2 P.T. FURRING = q[ Z <r MIN. 24" IN SLAB Q STRIPS a 24" O.C. 0 -0 O /� ROOF TRUSS UPLIFT FIN. FLR 8' CMU - "''- ✓" (" f IN. GON"SHTOWN FOR 1/2, GYP. WL. BD. �} _ �iN 5L4Ei CLARITY (SEE a SHOPDWGS.) WOOD BASE i ly0'-0' OIL FIN. FLi2 WALL r 3 I/2 " CONC., RE INF.W/ 66 "x° cp a WI.4XW1.40 WWM ON 6-MIL EXTERIOR WALL a SHEATHING (SEE SECTION — - l POLY ETHYLENE VAPOR NOTES) FASTEN EACH STUD 2—STORY WOOD RETARDER ON TO DBL. TOP PLATE 2 STORY W/ USP SPT24 NAIL �. WELL -COMPACTED CLEAN PER MANUF. SPECS. WALL WALL a FRAME TO � , � Q � � FILL TERMITE TREATMENT SECTION 2 S E C TIO N LOCK WALL {� SHALL BE BOR CONTINUOUS �'-�" (3) � REBAR coNTlNuous QTION AT TOP SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS OF EXTERIOR WALL SCALE: NTs FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLA55 SHINGLES OVER "30 FELT PAPER OVER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE PLACE STRAPS SPACED INSTALLED PER FBCR INSTALLED PER FBCR EXTERIOR WALL STUDS SFF STIFFBACK (SEE 5EALD TRUSS SPF STIFFBAGK (SEE SEALD TRUSS DIAGONAL BRACE a (WALL SHEATHING NOT AND FASTENED AS R905.21 ON J' 0.&5. ENG. PACK FOR SIZE 4 CONNECTION) R90521 ON &OS.BSHOWN WITH ONE ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS SHEATHING OR J" CDX 2x4 SPF BLOCKING BETWEEN SHEATHING OR" CDX 2X4 SPF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUDS TO BLOCK WALL rGHTWD KI AT PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0" PLYWOOD SECURED TRUSSES At FIRST (5) BAYS 4'- RIDGE. DIAGONAL WITH USP MSTA45 STRAP WITH PER FASTENER PER FASTENER FASTENERS AS SHOWN. INSTALL OG. (AT SHEATHING SEAMS) O.G. (AT SHEATHING SEAMS) BRACE TO BE a ANY STRAP s EA. END (UNO) 4 10 IOd NAILS SCHEDULE SCHEDULE SPAN 15'-0" OR SPACE STRAPS AS FOLLOWS: NOTE: NT ( .I DIAX11,2' MTL. DRIP EDGE GREATER. REFER TO 70 MPH c': 32' O.C.oC MTL. DRIP EDGE DIAGONAL BRACE a -160 MPH 'C: 32' O.G. CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -150 MPH '5': 48' O.C. PRE -ENG WD. TRUSS 2 HIGHEST RIDGE. DIAGONAL PER ELEVATIONS P - G 24 ADDITIONAL O.C. MAX. BRACE t0 BE a ANY SPAN 2k4 OR 2X6 FASCIA SECURED W/ (3) 12d HORIZONTAL TRUSS TOP Or STUD WALL PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. BOLE PLATE 06 SECURED W/ (3) 12c1 SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO FILL ALL REMAINING STRAP SCHEDULE ON SHEET 0'-0° TO 30'-(D' C1) 't HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL TRUSS W/ X-BRACE WOOD BACKING 1/2" CDX OR'1/16' 0513 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) DO NOT PLACE SCREW IN FASTENER PATTERN 0'-0" TO 30'-0' (1) 1/2' CDX OR 7/16" 055 a CENTER AND (2) MASONRY WALL TOP HOLE NEAREST TO TOP SECURETO WALL PER NAILS NAILS X-BRACE ll) X-BRAGS OF CMU BLOCK WALL FASTENER SCHEDULE X-BRACE SECURE TO WALL PER Q TOP or OR ON SHEET D2 30'-I' TO 60'-0' (3) FASTENER SCHEDULE BRAGS DIVIDED coNNECT SottoM OFEQUALY FROM CENTER = STRAP To CMU 5LOCK WALL SYSTEMEM (INSTALLED PER TZIP SHEATHING X-BRACE (1) X-BRACE ON SHEET D2 SYSTEM t0 END W/ CU 3/I6' Dla x I-v4' MANUF. SPECS.) ra jam' g CENTER AND (2) OR 1/16' ZIP SHEATHING LONG TAPcoN MAsoNRY BRACE DIVIDED SYSTEM (INSTALLED PER v CM SLocK wA h SCREWS WEEP SCREED, SEE GONt. 2X4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS. CONT. 2X4 SPF RAT RUN SECURED W/ `� — "�"I'O R 1 `2) 12d s E C2) 12d s a EACH TRU55 GABLE END DETAIL 5, SHEET D3 o EACH TRUSS TO END 2X4 W/ 3/8 X 5 LAG 2X(o P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632" O.G. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 1/2"XV ANCHOR (3) 12d's ev EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSE5 I% 32' O.G. MAX. X-BRACING t0 COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION 11 X— BRACING BRACING NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR I/2" HIGH „- , DBL TOP PLATE 5/8" GYPSUM BOARD OR In" HIGH 8 „- , TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6 O.C. STR>NGTH CLG. BOARD SCALE: 3/4 -1 -0 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4 =1 -0 `3 MAX. SCALE: NTs 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 la W i 0 F Q U w F A 64 ovilmrv. de LOT: CREEKSIDE LOT #10 PROdmCT# 04321.000 MODZTA 4EBB "1828—CALI" GARAGIC 871MCk LEFT PAG IM SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP, C ARCHITECT: STATE OF FLORIDA 0 10/20/17 NCALIC: 1/4"=1'-0" 1 4,NOTE: NAIL 5I4EATI4ING TO ALL 2X AS PER EXT. SI-IEATNING NAILING, Sd 4" O. X EDGES 4 6"-6" O.G. MAX IN THE FIELD '09 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2)"XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE q W/ Z'X2"X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) I2d NAILS OR GARAGE DOOR HpR. IN JOINTS PRIOR TO FILLI MIN. (4) 10d GUN NAILS DBL. TOP PLATE DBL. TOP PLATE 2X4 16" O.C. MAX. 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ 2X4 Ib' D.G. MAX SECURE 2X4 TO 0 " 0 MIN. (3) 12d NAILS OR WOOD W/2-12d o 6'-S' MIN. (4) 10d GUN NAILS O.C. BTAGG>14 ERSD 2x RAFTERS m o' SECURE 2X4 W/ 2-1/4' TAPCON8OCARE!R DRIVE P _ Ix8 NAILER SECU� t0 TRUSSES tAPGONB OR DRIVE PIN (MIN. SHANK S1ZE .145 MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE SECURE 2x4 ON (2) I2d NAIL OR 174 HEAD SIZE 300 MIN. EMBEDMENT I Y1 w/IN EMBEDMENT 14 IN 8' - FLAT TO BLK (3) 10d GUN NAILS • EA TRUSS E = 5ND Not 1 ' EA. END NOT E ED W/ GUT NAILS. le' BT. PLA tB O Ax ARCI-ElUA1' SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 2X4 Li 80 BLOCKNG Bt. PLATS ® WX 'X2 � WASHER ANDLTS 4' NUT PENETRATION MIN. 0 CREATE VOID FOR STRAP PENETRATIION SECURE SHEATHING 1/2, COX SPACED EVENLY FROM FLOOR TO 2 BLOCKING 1/2, COX WITH MIN. 2-I2d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER SE T HEATLING EA. END PRIOR TO FILLING. PRE-ENG TRUSSES WITH M 2-12d PER BLK 1-2X6 PT BLOCK a CENTER OF PRE-ENG MOB EA END EXTERIOR ARCHWAY EXTERIOR ARCHWAY ® DOOR HEADER WKI)VXS' J-BOLTS ® ALTERNATE CONNECTION WITH WINDOW scALE: 1n"=r-m' 44' r=m5I*DMENT W/ 2"X2'A' WASHER 4 CONV. FRAMED ROOF 1 SCALE: I!2'=1'-0' MSTA-24 RAPTWEENTO 5LKGTRUS ES SCALE: I/2' = I' -O 2X4 SECURED TO w GAB NG W/(2)12d © NOTES: 0 PRE-ENG TRUSSES W/ TRUSS (175 UPLIFT 6' No ALL ANCHORS SHALL BE IN ACCORDANCE t0 CONNECTOR VERIFY W/ SIMPSOM PTSM20 2X CU D t0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE FRAMING PLAN AN (4) TO TRUSS OUBLE TOP PLATE AND l4) V4' x 2 CONT � GAB BLLGH INSTRUCTIONS ARE MORE STRINGENT 2)1 EA. UPRIGHT RIPPLE STUDS g I6' O.C. POUREDLINTEL ONT GARAGE DOOR MAX Z %� BUCK ATTACHMENT HEADER SIZE PER SIMPSON LSTA-12 • EA. JACK " UPLIFT (2)) SIMPSOM HTSM20 rJ SCALE: I/2'=I'-0° SPAN CHART. STUD, BOTH SIDES OF INSTALLED ON OPPOSITE OPENING. FACES OF BLOCK WALL L-30 g TRUSS GCOX PLYWOOD � 2x STUDS • I6' O.C. MAX W/ \ TRUSS BLOCKING SHEATHING. SHEATHING TO BE N10dO D 121/\ i 2x4 BLOCKING DOOR WITHIN }' OF WINDOW/ DOOR TAPCONS TO CONT • EA. RAFTER L-30 EA / \ I RAFTER r 142.5 EA. R4FTER 2x4 RAFTER • 24' O.G. 2x4 FRAMING (TYP) CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG 5 2x4 DBL. SP4032' O.G. MAX 2X4 DBL. 2X4 TOP PLATE I/2" GLG. BOARD TOP PLATE TOP i 507T TOP PAL TE PRE-FAB PRE -PAS PREFAB -FAB 7TRUSS 1/2' CLG. BOARD TRUSb I/2 CLG. BOARD TRUSS TRUSS CONT. METAL I/2" GLG. BOARD 1/2' DRYWALL w TRACKS, TOP t 2X4 WOOD ,,�y\ STUDS glib' BOTTOM O.C., N. 1/2" DRYWALL 1/2" DRYWALL T 2X4 WOOD T. STUDS 016" 8s O.C„ UAN. 9vCKING 2X4 WOOD CHANNEL SNAPPED MID -ALL MID -WALL SECURT. PLATE STUDS *24' SCUDS 24' O��J/ E B TO SLAB W/ Imd O.C. LAYER ry2\Y SECURE BT. 1/2'X9' TY P M PLATE TO S I/2' DRYWALL 32 �' MASONRY NAIL g W W/ 10d M T 32" O.G. MAX ATT PTO EACH ry NAIL C 2X4 I&T BID • 12' O.G. J I MSEE FOUNDATION PLATE �J GONG. SLAB FOR DETAILS GONG. SLAB CONC. SLAB Q. e a o C. SLAB SEE FOUNDATION FOR DETAILS SP4e32' 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 (NON—BRG.) (NON—BRG.) 8 scAE:l/2'=I' 8 SCALE:1/2'=1'-0° scALE: 1n"=1'-0' \8CJ SCALE:1/2'=1' 6'-O" OPENING; a ° 4 a ° a ° PRECAST LINTEL el ° J � TO SECURE TO FRAMING, NEED MIN I I/2', LESS THAN ° a ° 1 I/2% WINDOW MUST B SECURED t0 BL C 2x4 OC URE 2x TO BLOCK W/ (2) a x3' TAPCONS OR DRIVE PIN SHANK SIZE .145) ° VXIr=miBED.14") WITHIN 8" OF EACH END AND 18' O.C. MAX SPACING. CMU WALL I a ° I a ° IL a e ----—� -- ARCH WINDOW FRAME OPENING OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG tRIiSS r AND SPECIFICATION) i JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) / JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. i USE I2d NAILS, TWO WITHIN 6' f /" �% FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 1/2"xe' A.B. MIN, i' TAP CONS EMBEDMENMT S' FROM EACH MIN. 2' COVER TYP. INTERIOR END E 32' O.G. MAX. 2' APART DOOR OPENING WD FRA sP4 OR H5 •TOP AND 11 BOTTOM PLATES g EA FULL TRUSS ANCHOR SCALE: I/2"=1'-O LENGTH STUD, BOTH SIDES OF OPENING. 12 RETROFIT N.TS. LINE OF SLAB «5 REBAR VERT. IN — CORNER BEAD SOLID GROUTED CELL SEALANT � - /— BACKER ROD 5/8' THICK 3 COAT— � �� CEMENT PLASTER / C"LUEE --S' APPLIED FOR DIRECTLY TO % R-INFORc.Emr=NT �� MASONRY ,-2xb P.T. WO ATTACHED TO FILL CELL AS PRODUCTPER / SPPROVAL RHGL FROM MIAMI-DADS •-'.: COUNTY WEATHER STRIP MOULDING ALL AROUND (BY GALV. STEEL--- DOOR MANUR) TRACK BRACKETS FASTENED TO WOOD JAMB W/ GALV. STEEL 3/16'x1 1/4' LAG %R ST OVERHEAD DOOR TRACK SCREWS I' MIN. BY OTHERS 15Y MAUF. SLIDE " FASTENED t0 ROOM SCALE: 3/4"=1'-0" W11114CI'K--20Ia' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: 1/2"=l'-O' AND LOCK NUT8. TRUSS TO WOOD FRAMING 5IMP50N MT5-12 ri PRE-EfiCs TRUSS PRE-ENG. TRUSS DOUBLE TOP PLATE 2x GONTINOUS STRESS pBL. 2X TOP PLATE s 8104432' O.G. MAX /BLOCKING MID WALL 1/16' 0.5,15. 2x STUDS • 16' O.G. MAX, OR 1/16' ZIP SHEATHING vN U.O.N.SYSTEM (INSTALLED PER MANUF. SPECS.)' T < G SUBFLOOR GLUED 2X BLOCKING a AND SCREWED AS PER TOP OF FASTNER SCHEDULE I/2' COX z IST FL tLLDS t0 2ND F TUDS 2X STUDS 16' O.G. MAX w SI A-36 • 32' 2X BTM. PLATE m 3/4' FLOOR DECKING MSTA-36 32' O.G. MAX PRE- ENGINEERED FLOOR GIRDER PRE-EPKz FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS a 16' O.G. MAX, W/ 1/4" GAP FROM BLK. TO O.S.S. UAN, 1/2' GYP. WL. BD. U2 HORIZONTAL 2X SF"F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SECURE BT. PLATE TO 6104*32' O.C. MAX SLAB W/ }'x9" ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM pBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH EPDXY 7" EMBED. MIN. ® SHEATHING a TOP OF WOOD FRAMED ALL TO BE a 4 STAGGERED MIN. OF 16' FROM SHEET BELOW _ SIMPSON 91=4 a 32' O.G. MAX Q5 INSTALL ALL SHEETS W/FACE GRAM PARALLEL TO STUDS PRE-ENG TRU58ES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRU5SE5 OR CONV. FRAMED RAFTERS CRIPPLE STUDS • 16' O.C. MAX PRE-ENGINEERED SIMPSON LSt . EA JACK TRUSS SCUD, $O SID OF OPEN MTS-12 T DS • I " O . MAX W/ I ATHING TO BE WIT 1)' WINDOW/ DOOR PE AND SECURE PER 2X IL NG SCHEDULE O PLATE KING STUDS (SEE HEADER 1/16' 05.5. SPAN CHART FOR DETAILS AND SPECIFICATION) 6" JACKS (SEE HE2X4 X4 STUDS IO.0 HEADER SPAN I} OS OR }" eTM. CHART FOR DETAILS AND GDX PLY ATTACHED PLATE SPECIFICATION) PER FAB ER SCHEDULE 7�16° Oar JACK STUD ASSEMBLY TO BE S SHEET D2 TS- SECURED ONE PLY • A TIME. � T/16 ZIP SHEATHING UE I2d NAILS, TWO WITHIN 6' SYSTEM (INSTALLED PER TEXT. FINISH MANUF. B FROM EACH END $ NO MOIRE THAN 12' O.G. STAGGERED 2x4 BLOCKING UNDER WALL sruDs SCURE ETA-16 SP4 OR H5 g TOP AND BETW55N TRUSS BAYS W/ PRE-ENGINEERED BOTTOM PLATES a EA FULL (3) 12d's EACH END TRUSS " GMU WALL LENGTH STUD, BOTH BIDES 2x DOUBLE TOP PLATE OF OPENING. STUDS g I6' O.G. SHEATHING TO LAP TO BOTTOM OF PRE-ENG'D MTS-12 g EVER STUD 7— TRUSS BELOW- SHEATHING MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FROM 2ND FLR LINE. 9 INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE WALL DETAIL @ ENTRY SCALE: 1/2'=I'-0' g 1 V SCALE: 3/4'=l'-O' 4 sc4LE: 1/2" -O' gpQQg__5CALE: OPENING WD FRAMED ATTACHMENT `- % I/2'=I'-O' 15 SCALE: IQ'=r-0' CONTROL DATE: 07/01/15 _jolt W?11�4 � N Iq A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W 10 0 F a U w F A iia ISUMM. de LOT: CREEKSIDE LOT #10 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: MISC. DETAILS 160 MPH EXP. C j)A10/20/17 SCALE: 1/4"=1'-0" Planning & Development Services Department Building & Regulations Division ,.�,.,,, ..,.... .,....w...,10111111 �,,..�,�.aaaa. Product Review Affidavit Building Permit # 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 atjamb, 16" @ head. 1 1/4" embedment. Type II: 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 atjamb, 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: 3J16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 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 comers, 8 1/2" o/c atjamb, 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 comers, 8 1/2" o/c atjamb, 10 1/2" ARCH I T E C T S i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U W 0 0. v A F R F: ti SVHDN de LOT: CREEKSIDE LOT #10 PR.OJ3ECT# 04321.000 MODAL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA PRINT A10/20/17 NOTE: NOTE;NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILpING WRAP IF ZIP SHEATI-41NG SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6' is VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) 4 6' • HORIZONTAL LAPS. " MANUFACTURERS WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED To BE TAPED LATH VERTICAL LAP TO BE 1 INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE \ �' �,I 6'x6' SELF -ADHERING MEMBRANE / \ PENETRATION ;,. FLASHING (GOMPAT15LE W/ HOUSE PREFORMEWRAP MATERIAL) OVER 4"x4"p CONTROL JOINT �' THICK 3 COAT CEMENT SELF -ADHERING MEMBRANE FLANGE OF CONTROL JOINTS T V PR LASTES` FLASHING OVER APPROVED ESE WIRED TIED TO LATH s W WRB LAYER 02, FORTIFIBER O.G. MAX (VERT.). NOTE: Do BUILDING PAPER / HOUSE WRAP. / I" MIN. LAP a METAL LATH NOT FASTEN CONTROL JOINT TO 1 \ FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS �� r EEYOND EXCEPT STAPLES W/ APPROVED METAL LATH v fib" LEG MAY BE USED TO TEMP. FASTENED ST (VERT.) O.G. MAX X X : I SECURE CONTROL JOINT AT SUPPORTS X X \ DURING INSTALLATION GUT AND OVERLAP ONE SIDE OF WRB LAYER "i, y METAL LATH SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF FASTENERS TO EE SPACED STUCCO WRAP FLASHING SELF -ADHERING MEMBRANE �" O.C. MAX VERTICALLY STEP •I STEP "2 FLASHING WOOD SHEATHING i / OR 'I/16' ZIP SHEATHING WRE LAYER 01, �' THICK 3 GOAT CEMENT 1 LAYER M, SYSTEM (INSTALLED PER � �� S'R1GG0 WRAP PLASTER STUCCO WRAP MANUF �fPECS.) '�' METAL LATH 1 &' MIN PaPeR Lap eeLow oNLr / WRB LATER n, FORTIFIBER WRE LAYER 02, FORTIF15ER WRa LAYER 02, FORTIFIBER u N� APER BUILDING PAPER PE�L LAH BUILDING PAPER 77 777�/ /; / /�LAYER 01, � \ — SIRLLGCO WRAP 6'xro' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF-APHERING MEMBRANE \ Ap To WOOD SHEATHING STRAPS, STAINSTALL PLES) AS LIPS, FLASHING OVER APPROVED HOUSE WRAP. LATH SHALL NOT OR 1/16' ZIP SHEATHING`S FLASHING TO EXTEND ONTO PIPE 6 roe a^ TO REQUIRED TO SECURE BE CONTINUOUS �I SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING Miid. MIF1. THROUGH CONTROL M UF. SPECS.) 4"x4" SELF -ADHERING MEMBRANE JOINTS BUT SHALL w FLASHING OVER APPROVED BE SLOPPED AND HOUSE WRAP. TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I° MIN LATH FLASHING TO EXTEND ONTO PIPE PER ASTM GI063 PLACED FLAT MAX 6' TO 8" L7 LnA L LAPR 1.10.1.4 FROM CONTROL JOINT WHEN 2 CONTROL JOINT FALLS ON APER LAP' CONT. BEAD of SEALANT NOTE: \ % STRUCTURAL STUD SCALE: 1 1/2'=I'-V I. FASTENERS FOR LATH TO DE NAILS OR INSTALL APPROVED HOUSEWRAP AIR STAPLESINFILTRATION BARRIER OVER IN COMPLIANCE W/ ASTM CI063 I - SHEATHING 2. WIRE TIES TO EE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY EE IN ADDITIOt \ To WALL STUDS REQUIRED PER PLAN / I ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) i VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER FBC R703.6.1 Exterior lathing and plastering NOTE: SHEATHING Exterior use of Portland cement plaster SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM ., shall comply with the application PLASTER iSASES SHALL (INSTALLED PER MANUF. SPECS.) ., requirements of ASTM C 026-12A, BE SECURED TO BUILDING NOTE: 1 O 6 MIN. Installation of exterior lathing and framing M TYPE CONTROL JOINTFRAMING MEMBERS. PAPER AP IF ZIP SHEATHING 5Y5TEM 15 shall comply with ASTM C 106312A. _ THEY SHALL EE TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) Stucco K° LAP & LAT,- MANUFACTURERS WIRE AT INTERVALS NOT a° LaP ° PAP�� INSTALLATION PROCEDURES MORE THAN 8' (22S-MM). AS PER ASTM G1063 1 I. FOLD RJRLARD • PT. A I ) I. FOLD INWARD a PT. A ///�` MKT ��T 1$.I. 2. CREASE . PT. B \�-I� / JL 1 c JL 1 o u T NOTE: If \ ! f ®I \ #+ f FOLD `'J FOR REPAIR OF TEARS ® HORIZONTAL LATH IN WRa LAYERS, TEARS D E TAIL MAY BE PATCHED & PAPER DETAIL PER M E WRAP TAPE (DN.F5. PER ANUF. SPED. OR FOLD PEEL 4 STICK ® 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANI SPECS.) OR OL FOLD INWARD . O I. FOLD R.WIAI� • Pr. A WOOD 5HEATHING WRB LAYER I, 2. CREASE • PT. o M 3. CREASE . PT. G STUCCO WRAP 3. CREASE . PT. G 4. FOLD PT. C OVER PT. / B TILL PT. C TOUCHES BOTTOM FLANUE ® � �"� g" THICK, 3 COAT CEMENT PLASTER Tn na / I.I . METAL LATH LEGENID- lit, © FOLDr° ® LAP 1 8 TAPE OVER D1RAINA� FLANS (WR5 FLANGE WATER TIG4tt - ROOF/WALL SCREED • „ BOTTOM NOTE: SEAL FOLD. QQ IF ZIP SHEATHING SYSTEM IS ME CUT. z 5"X5" "L" TYPE CONTINUOUS INSTALLED, PLEASE SEE GALV. METAL FLASHING MANUFACTURERS z INSTALLATION PROCEDURES IO ASTE coal Nr CNAIL TO ROOF DECK, NOT ME PLASTER WALL SHEATHING) WR5 LAYER 02, BUILDING PAPSIFIEsER GAP SHINGLE - DO NOT NAIL, �IL LAX X X x WRB LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP LAP LAYERS OF all LDWa WRAP \ R NAILING �' ADOVE�\8.h� `/ Vr �✓ C O . +ems w�L eca��D . ROOF CEMENT bxBW,AL1-FLASHING s ROOF PER ELEVATIONS LU00�:) OR rt/1(o ZIP 5HEATHING 5Y5TEI"1 Wes' a« -MT rj CINSTALLrzD PER MANLY. ^.SPECS.) NAIL) a NOTE: IF ZIP SI-4EATI-41NCz SYSTEM IS NOTE: INSTALLED, PLEASE SEE MANUFACTURERS 1 ITAL LATH- LATH TO 5E FEIR F5G FELT UNDERLAYMENr INSTALLATION PROCEDURES /� �\yy WATER TIGHT SEAL UBENP OR 1` I N:. 2 . �. SOLDER Do NOT CTI NOM INSTALL KICKOU7 8NINGLE ROOFkJCs FLA8HM6 AT BOTTOM OF ROOF 4 WALL MTEREGTIONS FE fR e Q. YAFRD (UT I L I T� OIR NOl I' I NAL DRIP EDGE. OVERLAP 3', EXTEND 1/N BELOW f. f� (� ,A\ SHEATHMG, MECHANICALLY FASCIA WRAP LATH DOES NOT 1I E E T S F E C I P I C A T I ON S FASTEN 4'Or— MAX 5 L FLIAS =INS N.T.S. A R C H I T E C T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F h.4 W U W 0 F 0. U W A F A stMI)rv. & LOT: CREEKSIDE LOT #10 P1�JECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA apt; 10/20/17 sCALE: 1 /4"=1' - 0" r[ l s �'2 ')! 7 F"I_E COPY NOTE: INSTALL 6' SELF -ADHERING: IF ZIP SHEATHINGS SYSTEM 15 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: TO BE: OVER TOP E SIDES 7/16" ZIP SHEATHING: SYSTEM "I/16' ZIP SHEATHING: SYSTEM L BOTTOM, 2. SIDES. 3. TOP (INSTALLED PER MANUF. 5PEC5.) OR (INSTALLED PER MANUF. SPECS.) OR X VENT CAP 15 TO BE SET IN BED SELF WOOD 5+ 4EATI-IINCs S : WOOD SHEATHINGS j OF SEALANT AT TOP AND FLA51-41Nis s WRB LAYER "I, X SIDES ONLY. SEALANT IS TO BE UNIT ;.y WRB LAYER *I, STUCCO WRAP TOOLED SO AS TO DEFLECT STUCCO WRAP WRB LAYER w2, FORTIFIBER WATER AWAY F OINTS. E-Z BEAD ALVr=A D PREMANUF. I- X BUILDINGS PAPER VENT -A ALLVENT GAP (SET IN I METAL LATH �oINTION5 CONT. SEALANT) W Y ORT11=1PER I,' WOOD FINISH TEXTURED A YVALT At PERIMETER OF �� U ER GONSTRUGTION �—FINISH w WOOp BACKER ROD OFRAME AND STUCCO:, FASTEN To WOOD STRUCTURAL ON RounDs Y<" CAULKING ®JOINT - SEALANT MEMBER a i' O.G. MAX TOP E SIDES -1i HICK, 3 GOAT CEMENT s' CMU 5; PER FBC R703.6.1 I;,,. PLASTER EEP G�EDWALL Exterior lathing and plastering t r.: BACKER ROD Exterior use of Portland cement plaster —4 shall comply with the application D RYE R VENT (B LO C K� �s To Ys MID -WALL x requirements of ASTM C 926-12A. 6 WE SCREED f I l 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: X shall comply with ASTM C 1063-12A. rc" SELF-ADHESIVE wRB LAYER *1, , I FLASHING TEXTURED FINISH ® MASONRY STUCCO WRAP X _ _ _ WOOD FRAMED X HOODED VENT I ER X OVER QUICK THICK, 3 GOAT CEMENT FLASH" f � HORIZONTAL WEEP SCREED WALL FRAME TO BLOCK \ METAL LATH ATH _ HORIZONTAL WEEP SCREED WRB LAYER 02, FORTIFIBER WALL THROUGHi � FRAME TO FRAME)NOTE: WOONOTE. DINGS PAPER WOOD SHEATHING / / I NSYSTEM IS STALLED, PLEASE SEE IF ZIP 5I-4EATI41NG SYSTEM IS INSTALLED, i' PLEASE SEE MANUFACTURERS MANUFACTURERS ADRYER VENT (FRAME) /�!� INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6 5ELF ADHESIVE FLASHING: (INSTALL PER MANUF. SPECS. OR IW ZIP SHEATHING ST5TEM (INSTALLEP PER MANUF. SPECS.) BUILDINGS PAPER WOOD SHEATHING: UNDER "QUICK FLA51-i" WRB LAYER *I, STU LAYER NOTE: CUT OPENINGS IN STUCCO WRAP Stucco WRAP IF ZIP SHEATHINGS SYSTEM 15 WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE APPROVED HOUSEWRAP BUILDINGS PAPER MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONStucTION CUT "X" INTO \ * SELF-ADHERINGS METAL H A VENT PENETRATION sTU O WRAP MEMBRANE FLASHING fix\ SCALE: N.T.S. 8' CMu V L AS D APPLY 5ELF-ADI-4ERINGs WOOD SHEATHING: MEMBRANE FLASHING: 6 IS AND %� j OVER BOX AND OVER X, MID -WALL APPROVED LURE LAYER ° SCREED - "I ST 1 .57F 2 6' WIDE STRIP SELF ADHESIVE FLASHING:, GLEAN MASONRY BEFORE APPLYING: ' APPROVED Z FLASHING: - -- HOUSEWRAP BELOW WRB LAYER *I, STUCCO WRAP ELEC. METER FIELD I STONE VENEER VERIFY LOCATIONELEC. METER FIELD OVER geRATCH GOAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF-ADHERINCS NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF-ADHERINGS APPLY STUCCO SCRATCH COAT EDGE FLASHING: OVER 7C HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED W STONE VENEER PRIOR TO INSTALLINCz ELEC. HOUSEWRAP (FRAME TO BLOC METER WRB LAYER *2, FORTP=i5ER ° CAVITY TO BE FILLED ��3 BUILDINGS PAPER i WITH RIGID POLYMERIC eT f= 4 LEGENLEGEND ISOGYANOTE-POLYBLEND FOAM D C ("GREAT STUFF" OR SIMILAR) I ELAStOME IC DRAINAGE PLANE (WRa APPLY A SILICON BASE SEALANT AT POINT LA"'ERR #I, STUGGO UURAP)"14 THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD UJRa LATER #2 (EORTIEIBER - - - - - MIN GRADE fI'D" BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC, •e•e•o•o o •o•o.o e .e e• e. e •e o• e• e e e. o• •e .e e. e• .e .e e. o •O.O•p e . e. e.e.e R COATINGS OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH WOOD SHEATHING METER CAN OR METER CAN OR rt/I6" ZIP SHEATHING: SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUIR SELF-ADHESIVE FLASHING) - DISCONNECT 5T E f E5 5T f 11"ro NOTE: I"IETAL LATH: LATH TO aE PER �aG ELECTRICAL CONDUIT' 9 ELECTRICAL RECEPTACLE / ASTM G-541-09, MIN. 2.S Las, PENETRATION PER SQ. ''-ARD (UTILITS' OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) A R C H I T E C T S 6 1 Design Group i2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi gn gro u p. com AA #: 0003325 h W h U W 0 4 y A h q h SUDDIV. ae LOT: CREEKSIDE LOT #10 PRCJZCT# 04321, 000 MoDslu 4EBB "1828—CALI" GAXACE 8111INCi: LEFT PAC&: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 10/20/17 ISCALz: 1/4"=1'-0$01 ,eft■ � �a EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER M, �- = WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER "I B LAYER "2, FORTIFIBER FINISH LAYER l2 LAYER 3" X 3' 26 CAA. GALV. WEATHER HER RESISTIVE WR WOOD BUILDING PAPER PRE-ENG'D TRUSS PEEL 4 STICK) METAL DRIP EDGE / BARRIER'2 CONSTRUCTION ___ SET IN FULL BED OF / _ THICK, 3 GOAT EMENt WEATHER RESISTIVE " SEALANT, MIN. / 6 SAP. \ 3/a' HAT CHANNEL PLASTER BARRIER "1 6 PEEL < W/%" TYPE 'X' DRYWALL STICK � DRIP SPADE FROM DRIP �� PEEL t St `GK 6" SAF. P P SCREED WEATHER RESISTIVE FACE TO TREX / I XVxV VFLASHING TO S T ING H WEEP SCREED BARRIER N2 EDGE TO LLY OSI IN ' THICK, 3 COAT CEMENT I Rl c� M ... ................ I o o IN IN ROOF BEDDED DECK WOOD SHEATHING S PLASTER I V X 3' 26 GA. GALV. " GAP FOR , WRB LAYER �, �` / ` METAL LATH PROD 4 SEALANT METSETAIN FULL 5EDGOr STUCCO WRAP ; �\ WOOD SHEATHING Ya" GAP FOR BACKER SEALANt,14" MIN. 11� XI % P.T. OR SIMULATED WOOD ItREX) FILLER, ROD 4 SEALANT J" THICK, 3 COAT CEMENT ` CONTINUOUS VINYL CASING BEAD SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE PLASTER �� 6' SELF-ADHEREING WATER PROOFING let �\\ WEA R SIStIVE VINYL CASING BEAD41 BARRIER "I AM66-WFWG-TW GUSTO ING i - FLASHING WRAPPED LATER l2 LAYER PEEL 4 R "I � X' W RESISTIVE 0 70P OF WEEP SCREED EXTERIOR GRADE IE "2 DRY WALL ATHE SISTIVE WATER PROOFING Ist \\ BALCONNYYA DECK TO _ XT I COLUMN TO SHEATI-{ING EsELOW .�u � ep R I "2 LAYER (2 LAYER PEEL ' CANTILEVER M �� r01'd"r"'ORGLd""' ! 4 STICK) \ oWAW PM `` SHEAtI-41NG WRB LAYER I, � THICK, 3 GOAT CEMENT / 1 mix., �\ 4" POSITIVE DRAIN STUCCO WRAP PLASTER 6" PEEL 4 STICK WEEP SCREED E MEMBRANE, I VINYL CORNER BEAD DRIP EDGE T, DECK 6' SAP, _ END OVER DRIP PEEL 4 STIG '� "' 'Nu K'"A - ' NO GAP IN FIELD �� I Nz"x3' V' FLASHING WRB LAYER "2, FORtIFIBER VINYL CASING BEAD SUB FLOOR EDGE ' BUILDING PAPER B FLOOR � N --- ; � FULLY EMBEDDED IN SEPARATEACCESSORIESCLARIFICATION ®® A _= S AL DR P EDCsEV Su - ROOF CEMENT ET IN FULL M ND OF f- 6" SELF-ADHEREINCs I IETAL DRIP EDGELV. �\ r I Y2'XI 3/a' T. R SI ATED SPACENFROM DRIP WRB LAYER "I, FLASHING WRAPPED % a GORIER OF CANTILEVER WO l REX) ILL R, FACE t0 tREX "XI T. OR SIP"IULAtED L SET IN FULL BED OF STUCCO WRAP ` \\ ? SEALANTV MIN. i 4' POSITIVE DRAIN " N N FOR BAGKE VINYL CASING BEAD OD SPACE FROM DRIP OD TREX) FILLER, AMIGO AM66-WFWG- i80 . �' ,� WEEP SCREED /FACE TO TREX `. p < SEALANT WATER PROOFING let „ CUSTOM CASING BEAD Ya GAP FOR SEALANT _ VINYL CASING BEAD FI SH LAYER (2 LAYER LAYER l2 LAYER PEEL t OPT. BACKER ROD. ---- PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED 90 I; WATER PROOFING Ist CANT 1 ]C�E VE ]EZ R 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT STIGK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 10 VINYL CASING BEAD �" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO FPLASTER VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) IF ZIP 5F4EATI-�41NCs SYSTEM IS JG I1 CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH' THICK, 3 GOAT GEMENt MANUFACTURERS 5/8' TYPE "X" DRYWALL WOOD SHEATHING PLASTER 10A DTL. 0 CANT. INSTALLATION PROCEDURES W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/6" TYPE "X" DRYWALL METAL LATH L E G E N IJ FINISH BARRIER "9 W/1 EXtURED 4 PAINTED SCALE: I I/2 -1 -0 WEATHER RESISTIVE FINISH WOOD SHEATHW;s " THICK, 3 COAT CEMENT 4' POSIT IVE DRAIN „ 4' POSITIVE DRAIN PLASTER WEEP SCREED PLASTER COAT GEMENt WEEP SCREED DRAINAGE PLANE (UJRB VINYL CORNER BEAD NO GAP IN FIELD NOTE: LAVER #1, STUCCO UJRAP) VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF /� I I I t }� VINYL CASING BEAD NO GAP IN FIELD SEPARATE ACCESSORIES ONLY 1`-IETAL L.ATI4: LAT1 4 O 5E IEfR F5C (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD R 103.6.1 / 457�1 C-04-1-09, MIN. 2-E� L55. UJRB LANI�ER #2 (FORTIF-IBER — — — — — SEPARATE ACCESSORIES ONLY) I'Afi`D CUTE L f T't' OR NOl"I IN,4L BUILDING PAPER) BALCONY DRIP BALCONY DRIP i=EfiR SQ. ` 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN LATE DOES NOT 1*-IEET 5f=ECIFICATION5) 1"IETAL LATE x x x x (W/"L" FLASHING SCALE: NTS FTr OZIP SHEAT ING SY IS WOOD GtION STUCCO WOOD SHEATHING p ZIP SHEATHING SYSTEM IS OWAL ZIP BHEATI NUF. SYSTEM INSTALLED, EASE rrtvsrA�L� MR MMIF. sres� INSTALLED, PLEASE SEE II`ANU LATI PROG� RES t I R IstIVE UJOOD SI91EAT1-ZINC zX 1=RAMINC MEMBER WRB LAYER #1, j MANUFACTURERS STUCCO WRAP XI INSTALLATION PROCEDURES 3/4 RESILIENT HER RESISTIVE THICK, 3 COAT CEMENT HAT CHANNEL BARRIER "2 WOOD SHEATHING SEL1=-AD�4E51VE 1=LA5� 41NG — — — — /� PLASTER WRB LAYER 02, FORTIFIBER "- VINYL CASING BEAD ' THICK, 3 COAT CEMENT CORNER BEAD_ BUILDING PAPER ;k! PLASTER 2 1/2° WRB LAYER 01, FASTENED TO 5HEATHIN 5/sR TYPE ,x ALL METAL LAT METAL LATH Cz , I STUCCO WRAP W/tEXtU PAI a -T" O.G. MAX. H , FIN( oR �z� OLA_Tlm4lV cv + ' rover M/*rj .O' M) THICK, 3 COAT CEMENT WRB LAYER *2, FORTIF15ER I AT CEMENT I C2J 2xI�EADER ' IPLASTER BUILDINCs PAPER x WRB LATER *1, �o"SELF-ADI-4ERINCx' METAL LATH 4' POSITIVE DRAIN JJ STUCCO WRAP FLASHING CORNER BEAD WEEP SCREED x' +!I ' \�• (EXPLODED THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATI-41NCz ( I tilEw FOR PLASTER (SHOWN FOR CLARIFICATION OF DRIP GAP �I CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH J 11 D DRIP EDGE r{ ' WRB LAYER 02, FORTIFIBEIR INSTALLATION BUILDING PAPER WINDOW FLANGE - WRB� L YER 01, NOTE: �� A CORNER BEAD \ ]FRAME IF ZIP SHE HIND SYSTEM IS WOOD GONSTRUGITON STUCC WRAP ' INSTALLED, PLEA SEE 2 1%2 MANUFACTU RERS, WEATHER RESISTIVE / , INSTALLATION PRO E URES BARRIER 01 � CORNER BEAD WRB LAYER 02, FORTIFIBER ; WEATHER RESISTIVE (FASTENER d SPACING -i" O.C.) BUILDING PAPER BARRIER 02 METAL LATH ; VINYL CASING BEAD a THICK, 3 GOAT CEMENT THICK, 3 COAT CEMENT / PLASTER PLASTER 5/8' TYPE "X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED gy�F�T`I 6"SELF-ADHERING ' ' / / FINISH 1i ZIP'BNEATA OY51-EM C1N5TL9LI F��ER MANUF. 5MC.S.) GMU FLASHING i �I ' THICK, 3 COAT CEMENT HEADER/BEAI`T i PLASTER \\� 5/51 THICK, 3 COAT CEMENT VINYL CORP. 4 ' VINYL CORNER BEAD I POSITIVE DRAIN PLASTER APPLIED DRIP CAP WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD m BLOCK 15 B CASING BEAD @) WINDOW 11EDRIP EDGE INSTALLATION FRAME, NO BAND) A R C H I T E C T S 'ovol 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rm h w a U w 0 4 U w A h A 8U= V. ee LOT: CREEKSIDE LOT #10 PROJECT# 04321.000 XODEII 4EBB "1828-CALI" GARAGE 8vmG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT _� 2 17 DpTE ; 10/20/17 BCALE: 1/4"=1'-0" 8HEET I WA3 NOTE: IF ZIP SHEATHING SYSTEM IS" Y, c- T` THICK, 3 COAT CEMENT 8" THICK, 3 COAT CEMENT INSTALLED PLEASE SEE WOOD SHEATHING MANUFACTURERS �ATc 1� J TAL Atu ; SEALANT" PLASTER . a INSTALLATION PROCEDURES 1X TRIM MEMBER METAL LATH WRB LAYER "I, b' STUCCO TO STUCCO WRAP SIDING TRAN51TION LAYER 02, FORTIF15ER l ' WOOD SHEATHING 1 UILDING f APER WRB LAYER #2, FORtIFIBER SIDING WOOD SHEATHINCs 5UILDING PAPER '' ; - WRB LAYER #I + n raM yW gM1xq 4M1x, nyW, WrxrrilnWlNn�� WINDOW FRAME i STUCCO WRAP -------------------- --- ------------ -- I 'A WRB LAYER 02, FORTIFIBER ........... ........ . METAL LATH " i BUILDING PAPER �` WRB L YE WRB LAYER "I, " THICK, 3 COAT CEMENT' . WRB LAYER #2, 1=ORTIIBER sT c W a i STUCCO WRAP \ BEAD VINYL CASING PLASTER i BUILDING PAPER - ' \ / (W/Na" FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING i \ METAL LATH CASING BEAD �. .- . FLASHING 6" SELF-ADHEREINCz\ ' "� ,EXPLODED 8 THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK , VINYL ANGLED STUCCO ++ T D VIEW FOR CASTER SIDING TO �7 T l� C C O WRB LAYER 'I, STUCCO WRAP, CASING BEA CLARI ) WRAPPED AROUND FRAMING MEMBER CASING BEAD i - *I roll SELF ADHESIVE FLASHING DRIP GAP B L (CROSS SECTION) WOOD SHEATHING I WINDOW FLANGE 01, „r I Z S C WRAP I; � �, 2X FRAMING � 1, \ wooD coNsrRucrloN MEMBER DETAIL BELOW EXPLODED / VINYL ANGL D / BEYOND CASING 5E� WOOD SHEATHING FOR CLARITY 0WRB LAYER #2, FORTIFIBER = ' ' BAARRIER THER MSISTIVE BUILDI\ PAPER : ` WEATHER RESISTIVE ----------------------------------------------------------------------------- --- G i t BARRIER "2 \ -- METAL LATH I i j � / �(r" X -1 EvEALy LAP SIDING FLASHINGDHERING — -- -------------------------------------------------------------------------------- n j 6' SELF -ADHERING THICK, 3 COAT CEMENT �� / ° // I g" THICK 3 GOAT CEMENT ., w� � FLASHING ` � � WEATHER RESISTIVE ,�' y4" �,A� T4"i�i � ' \�.\ CASING 5EAD PLASTER PLASTER �� ' = WA HER RESISTIVE STARTER STRIP / \ BARRIER 02 ; SEALANT 7C LJINL�OW METAL LATH 6 "SELF -ADHERING �, J o FLASHINCs + *..' DO NOT CAULK O I I � \� Y �j 6" SELF -ADHERING �� i� SEAL OPENIN ) / FLASHING , GA1.v'D METAL GALV' AL DRIP CAP 'z. FL IN r FLASHING LA ER 'r1, 1=0RTIFIBER DO NOT CAULK OR UIL G PAPER —� —' I s MULATED SEAL OPENING I WINDOW FRAME WINDOW FLANGE T MEMBER ; OOD SHEATHING BEAD SI \ \ CASING- BEAD @) WINDOW I Y4 X (p' SIMULATED a 1 WOOD TRIM MEMBER ( FRAME, W/]BAND) `,� !`= "< I SEAL GAP W/CAULKING u. rr91s , 5h..rrrrmnrrxa a -.. / OR APPROVED SEALANT STUCCO CASING ' SIDING TO STUCCO WRB LAYER 01, NOTE: @) BLOCK TO FRAME STUCCO WRAP WOOD SHEATHINGIF ZIP SHEATHING SYSTEM IS 19 TRANSITION INSTALLED, PLEASE SEE 6" WIDE PEEL E STICK MANUFACTURERS OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE i METAL LATI-I NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER 1=BC I 2X FRAMING / (W/%" FLEXIBLE PVC BACKER ROD) I R703.6.1 / AST" I C 847-09, MIN. 2.5 LBS. WRB LAYER #I, PER 5Q. YARD (UTILITY OR NOMINAL MEMBER rAF'PLY FULL BED OF SEALANT' BETWEEN STUCCO WRAP 1000D 5,4�INC LATH DOES NOT f"IEET SPECII=ICATIONS) BUILDING FLANGE E BUILDING WRAP WRB LAYER #2, 1=0RT11=15ER WRAP BUILDING PAPER ; IR5 L A WOODCONSTRUGTION I' yI -------------------------------------------------- E R #1, BEYOND FLASI NNG DHERING W THICK, 3 COAT CEMENT cJ�GCO �� WOOD SHEATHING g WEATHER RR RESISTIVE I i PLASTER WEATHER RESISTIVE " ! WEATHER RESISTIVE /// \\ 6BARRIEABOvE TOP X; II �/ B�ARRIEiRg 62 // Z ASHING 01 TO 16A E Z BEAD I N D O CASING X WR5 LA IR L, F0fRTIFI5EfR W%6REvEAAP5IDING ' Bl.IfDINC P�4PR Z WEATHER�1 II IERM�515TIVE VINYL ANGLED i FLASHINGDHERING it \ ISARIER RESISTIVE CASING BEAD t �•- i �E AL L A � STARTER STRIP GAFLA METAL VIN YL CASING BEAD „ 1 DO NOT CAULK OR I I r. 2 FLASHING f CK, 3 CO,a, C f"«1�1T SEAL OPENING \ DO NOT CAULK OR (EXPLODED 8 GALV'D METAL WEATHER RESISTIVE SEAL OPENING VIEW 1=OR f=LA5TER 'Z' FLASHING BARRIER M TO LAP LEGEND I Ya' X 6' SIMULATED ( 6" MIN. 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #_ 0003325 rA w U w 4 O a w q h a ti svHD1V. ac LOT: CREEKSIDE LOT #10 PROZECT# 04321.000 XCDEL: 4EBB "1828-CALI" GARAGE 8VMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 1f 10/20/17 SCALE: 1 /4"=1' — 0" F—) M ffEW �11.