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Home My WebLink AboutBUILDING PLAN• 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 PLAN REVIEW DATE I CHECKED BY: BLVD. *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED *EXPOSURE •1-STORY RESIDENCE •2-STORY RESIDENCE 99 / 0 10 1028 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 LIVING IeI6 SQ. 1=T- GARAGE 430 SQ. FT. ENTRY 16 SQ. �:T. LANAI 80 SQ. I=T. TOTAL 2442 80, =T. A/C VOLUME 16604.1 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADNSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. HOARD 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.H. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC ME PLT• PLATE D. DRYER PLYWD, PLYWOOD DBL, DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIL DIAMETER R. RISER DIM. DIMENSION BAD. 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, DETAIL S.D. SMOKE DETECTOR D.U. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER ML EXHAUST SDL SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL, SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR 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 HOARD V,P, VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW, WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE M tHMdTr y BEAT ENT R PG GN-GENERAL NOTES QUIREp PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN NI ESEp PG 1B-LINTEL SCHEDULE AREBU80 "A"DAI.LpROp PG iB.1-SAFE LOAD TABLES MAY®4C0 c f gvc`EAriE crcrpNSeAK oRs PG 2 -FLOOR PLAN A9NpEYn/TpAkL A��L CABLECODHAT PG 3C-ELEVATIONS 0'6 PG 4C-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULEvopq�ti PG 5-ELECTRICAL PLANHANO PG 6-HVAC PLAN (/F NON Fee eN'% C0 p'� oM A16- PG Di -FOUNDATION DETAILS/SECTIONS NnLfftp C Ohs "OOFM° CE PG D2-1-STORY WALL SECTIONS & NOTES 84tj DAft w PG D3-2-STORY WALL SECTIONS® $ PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS 'okkeD PG WA2-WALL ASSEMBLY DETAILSPG W-WAIL ASSEMBLY q�fTyf'fS�n'fAsoq PG WA4-WALL ASSEMBLY DETAILS G,,,yoTyE�fNrS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS !?[L-0`? IR[.V11.1VIntl fol. DA I�1V tII ¢ l Ld PLA,A+' NDI'E.P\11T?tt�'THEI(EPTONJO)d GR NO INSPECTION WILL BE NIADE. if17/z; D&70 RECEIVED DEC 2 7 2017 St. Lucia County, FL A R C H I T E C T S 51 Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W a W U W 0 03 03 A E A Cti ti BtmDiy. Z Loop. CREEKSIDE LOT #136 PROJECT# 04321.000 ldODELe 4EBB "1828—CALI" GARAGE S VMG: RIGHT PAGE: COVER PAGE WO MPH EXP. C ARCHITECT. STATE OF FLORIDA nATj& 10/06/17 8CALM 1/4"=1'—O" SHEET CI "'1 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 30 II. ATTICS W/ STORAGE 20 III, ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 "* I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III, WIND DIRECTIONALITY FACTOR (KD) 0.86 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.212 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING..CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICA!- 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 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 FORALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 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 AFLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/<" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8, CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER; UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN 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. 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 /ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIrFPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY 17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN '/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2: WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH'%" AMAFLEX. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4: SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5 ALLCLEANOUTS SHALL BE FLUSH WITH GRADE. , ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6, "N10 VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7: SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P�005.2017 THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 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 HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. EXTERIOR FINISHES 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" WHERE APPLIED OVER MASONRY OR CONCRETE. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & I. #5, W31 OR D31 AND SMALLER 2" ASTM-C1063-12a. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #11 AND SMALLER 3/" LIMITED TO: D. BEAMS, COLUMNS: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS APPROVAL OF THE ARCHITECT. CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS TIMBER WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 4 SHALL BE INSTALLED PERASTM-C1063-11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2-STORY GYPSUM BOARD B. NATIONAL FOREST PRODUCTS ASSOCIATION: - UNDER STAIR PROTECTION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE C. SOUTHERN PINE INSPECTION BUREAU: ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) CONTROL DATE: 02/08/17 R. 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 h w w 0 4 q E~ SVBDIV. ae LOT: CREEKSIDE LOT #136 PROJBCT* 04321.000 MODBLo 4EBB "1828-CALI" 0ARAG E BWING1: RIGHT P'AG IC: GENERAL NOTES 160 MPH EXPR C Dp 10/06/17 GN i0 r 121_411 10 _0 17'-4" w O DI I 1 DI (L 4 O a GONG. Dl 1 N SLAB EXTEND END OF PVC. — CHASE UP 12, A50VE _ COND. GONG. Q (GOND PAD I I -31/2' pl 10 I I D1 DI m \\ 14�-2�� — — / I_2 —� — — — — '9 -4�� — — � — " I'I" ■ I SLAB 1 I/2" c� 7'—E, DW RAF I I SIrZf< L — J L1_-J ■ II" PVC CHASE II (FOR ELEC. TOI ISLAND ■ I � !X WALL2X6? WALL 1 1 1 LAv, L SLAB 1 1/�2" FIN. GONG. 5LA5 4 Q -0 w- ■ 14'-0" 4 71 4" CONC. 0 SLA5 �T II • tYP. OL 0'-0" ELEV. JI FIN. GONG. SLAB // I • 4" CONC., REINF. W/ Vxb' / r W1.4XWI.4 WWM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER 4\-4" PVC • I ON WELL -COMPACTED CLEAN // CHASE DI FILL TERMITE TREATMENT SHALL BE BORA-CARE: � / ■ q / q� 2" VTR ° I I l! WC. i/IIIe // } KITCHEN I � 11 q m VTR SINK W/ m �,�i' I/2'' AUTO VENT I I/2 I \ Iv 211 36"x60"' I `\ 1/2" J, W V. SHWR PAN I I/1' I " 1/2" / I WC 1 1/2 It UJ/ ENLC. i 4 2" r �JJ TUB 2 I LAv i 2111/2 LAv ILAv _I I I ��I it 1�i� �� JI■ WC 311 3' I SHWR I0 // J.111 311 11/L° I f 11 3 / J WASHER " I � �// 2e L _ O J 7// Co 4' • 41 1 PLUMBING RISER -5' 0 ll' ,z 3'-2" TO J, I MAIN DIAGRAM DI EXTEND SLAB I I/2" 5 1/2" 5 BOLLARD AS REQ. DI PER BLDG. CODE I I I � I � I 7 1/2° Di LL ■ ■ ■ SECURE STRAP TO - UNIT W/ (2) "Sxl 1/4 Dl A/C SHT MTL SCREWS DI UNIT SIMPSON W5 ROLL STRAP OR EQUAL 21-4 FOUNDATION PLAN SECURE STRAP To CONIC. W/ (2)-3/Ib'X2' NOTES: - VERIFY CONDENSER PAP LOCATION WITH SITE PLAN GONG. SLA5 TAP -CONS - FLOOR ELEvATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 of THE FBCR 5TH A/C CONNECTION EDITION (2014). TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' PIA. OVER 141=AD ® 12' FROM STRUCTURE ARCHITECTS (��Desipn VII 0 �II 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 0003325 F W w U w 0 W 4 ti Q ti OBLTHDM & LOT: CREEKSIDE LOT #136 PROJSiCT* 04321.000 MODEU 4EBB "1828-CALI" GARAGE ggVnNG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATE: 10/06/17 DCALE: 1 /4" =1' - 0" SHEET A R C H I T E C T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W U W h 0. C4 V W Q F A F; ti BUBDM ae LOT: CREEKSIDE LOT #136 Pnon=T# 04321.000 MoaIE� 4EBB "1828-CALI" GARAGE 8MMO: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C aA� 10/06/17 8CALM: 1 /4"=10 - 0" L- 3 (2) 3052-SH LIVING ROOM 8'-8' CLG. KITCHEN LANAI 8'-8" GLCx. L— 8 DINING V-8" cl-G. W.I.C. — — — — — — — — e o L - - J KITCHEN r - — 8'-8" CLGLAUN. I I Tr- PAN. r — — a'-8' cL�. _ I I -- O O -- L--_l BDRM.#3 W-8" CLG. O II II BATH #2 BD # 8'-8" cLCs. (2) 3052- L— 3 LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E 5U55TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG A5 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STALED L- 3 (2) 3052-5H r=GRES5 r------� I I L-----� GARAGE a -8 c G. 16'-0"X_t'-f0"O.HD. OWNER'S SUITE 8' -a, CLG. 0. BATH 8'-8" CLr=. (3 (3 BDRM. 4/ NT w -------------------- L-1 0 L— 2 CAST-4CRETIC LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4" 8F28-IB/It L 2 4'-6' 84=16-05/IT 1-3 7'-6" SF16-115AT L 4 - - NOT USED L 5 - - NOT USED L 6 714o" SF24-15AT 81;0F6-05AT IAOV. DOOR ASSEMBLY 8FI6-15AT ARC H I T E C T S Design Group �nc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W U w 1. O F U EMMLOV Btn3DIV. & LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE SWMG-. RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT 10 /06 /17 1 8CALE: 1/4 1'-0'" 1 SAFE LOAD TAE3LE& FOR GRAVITY, UPLIFT LATERAL LOADS S" PRECAST $ PRESTRESSED U-LINTELS LENCzTN SUS SF8-05 OFI2-05 8FI6-0 20-0 24-0 28-0 32-0 OFS-15 SFI2-15 0FI6-15 81=20-15 8F24-15 W28-15 8F32-15 2'-10" l34") PRECAST 2302 3166 4413 6039 1526 9004 10412 IM36 3166 4413 6039 1526 S004 10412 11936 3'46" (442") PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 31ro6 4413 6039 1 1526 S004 10412 11936 4'-0" (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 44i3 6039 1526 9004 10412 11936 4'-6" (54") PRECAST 1651 1181 I913 2651 3403 414E 4896 5644 2110 4021 6039 1526 S004 10412 9668 5'-4° (64") PRECAST 11&4 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-I0"(-10") PRECAST e-12 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 (0'-(o" (789 IPRECAST 931 1255 2101 3263 2146 3358 3911 4565 1255 2101 3396 5260 1134 8995 6890 �'-6" (90°)PRECAST 161 1029 1615 2385 1994 2439 2886 3333 102E 1615 2610 3839 5596 6613 5041 9'-4" (ll2„) PRECAST 573 632 1049 1469 1210 1482 1154 2021 168 1212 18113 2544 3469 4030 3121 10'-6"(1269 PRECAST 456 482 802 1125 915 1122 1328 1535 r058 1025 1514 2051 2114 3130 2404 Il'-4` (136") PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2014 1510 ISIS 555 864 1254 1693 2211 2832 3990 13'-4" (i60') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1655 2343 2920 I4'-0°(168°) PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-S" (Il6") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3165 3165 15'-4"(184") PRI=StR�9S1=p NR NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 Il'-4" (208")PRESTRESSED N.R NR NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 240 400 150 low 1400 1120 2030 21'-4' C256")PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0"(264")PRESTRESSE:D NR NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-O'(288") PRESTRE6650 N.R. NR NR NR NR NR NR NR 130 240 1 410 120 1030 1350 1610 S" PRECAST 4 PRESTRESSED U-LINTELS U L= F=T LATERAL 1�•PI=8F8-1 1-EN�ZT14 LEN�GTP 8FI2-It SPI6-It SF20-it 24-It8F28-IT SE32-It SUS SFS 8-2 12-2T Ib-2t 20-2 24-2 -2 28 SF32-2T 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 1&11 9055 2e21 2021 2-12-T 2184 3961 5190 6401 1630 8851 3'-6" (42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 216r 2215 3165 4125 5091 6061 1036 4'-0" (48") PRECAST I818 1989 2532 3680 4532 5381 6245 938 938 1618 1925 2150 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 1 31-11 3913 1 4658 5406 5'-4" (64") PRECAST 1393, 1484 2110 2141 3315 4010 4648 505 5m5 1393 1 1431 2050 2610 3293 3920 4549 5'-10"CTO') PRECAST 1212, 1351 1930 2505 3084 3665 4241 416 418 1212 1 1315 1615 2441 3010 3583 4151 C18") PRECAST 1141" 1200 1133 2250 2169 32W 3612 10.1 851 1141 1182 1684 1 2192 2103 321ro 3132 (90") PRECAST 959« 912 1415 IV4 2354 2191 3240 591 (051 990 1029 1466 MOO 2351 2191 3245 9'-4" (1129 PRECAST 801• 612 '580 1269 1560 1652 2144 454 630 801 155 1192 1550 1910 2211 2634 I0'-6"(126") PRECAST 716p 498 193 1021 1261 1496 1131 396 493 116 (oil 1039 1389 Ills 2034 2358 (136°) PRECAST 666* 439 (096 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 601E 400 631 V6 1001 1186 1312 340 494 631 486 &1& 1209 1514 1199 2086 13' -4" (160") PRECAST 500" 340 532 (086 841 991 1153 302 398 513 409 682 1004 1367 1631 1891 14'-0"(168") PRECAST 458• 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1561 016 14'-8" (116") PRESTRESSEp 243 295 459 591 124 651 990 N•R. 351 243 352 582 552 1156 1491 1742 PRESTRESSED 226 218 430 553 611 801 925 N R. 32-1 228 329 542 191 1012 1381 1616 (208")PRESTRESSED 188 I88 236 216 361 449 464 649 561 814 610 1121 114 1389 N.R. 255 19'-4" (232") PRESTRESSED 165 201 313 401 490 518 661 N R 204 165 239 383 550 136 940 1160 21'-4" (256")PRE5TRE55ED 145 Orb 218 356 433 512 590 N R. 112142 142 212 336 411 635 S01 993 22'-O"(2649PRESTRESSED 140 180 268 343 418 493 568 NR 161 131 205 322 451 601 111 941 24'-O"(288') PRESTRESSED 121 124 165 186 244 290 312 408 380 538 441 680 515 833 N.R 135 "NQ--DUGE VALUE 5T 259e FOR GRADE 40 FIELD RE5AR S" PRECAST W/ 2' RECESS DOOR U-LINTELS T''1'PE 84RU6 81RF,6-0 SWIO-05 OW14-05 8RFI8-05 SRF22-0 81 26-0 SRF30-05 NG FH LE SR%-15 SWIO-15 8RFI4-15 SWIS-15 SM=22-15 5W26-15 8RF30-15 4'-4" (52") PRECAST 1489 1591 3053 21B82 3954 4929 5904 6880 1621 3412 4952 6412 1941 94I6 10818 4'-(o" (54") PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6472 1941 9416 108i8 C689 PRECAST 185 832 1602 1550 2058 2566 3015 3565 1153 2162 4014 6412 6516 5814 6839 5'-10" (-TO") PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3511 6412 6516 5450 6411 (0'-8" (80")PRECAST 822 901 1611 2933 3812 4522 901 1611 2933 6101 I'-6" (90")PRECAST 665 161 1311 2252 Z41006130 3439164 1311 2329 135S5 5132 311 420 634 1253 I88(0 535 926 1491 2119 2618 2815 S" PRECAST LJ/ 2" RECESS DOOR U-LINTELS U f=L= FT LATERAL T`1 PE LEN(3Ti-i sRF6-It SF-10-1t SRF14-it SRFIS-It SRF22-It SRF26-IT 810-30-1 SRP6-2t 8RFI0-2t Sra'F14-2T 5RF18-2t 8RF22-2t SRF26-2 SRF30-2 SRU 8RF6 4'-4" (5211) PRECAST 1244 1513 2413 3260 4112 49b1 5825 932 932 1244 I519 2339 3110 4008 4860 5696 4'-(o" (54") PRECAST 1192 1501 2311 3121 3931 4156 5511 S53 853 1192 1455 2240 303(o 3831 4643 5453 5'-8" (68")PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" (10") PRECAST 896t 1138 1142 2352 2965 3551 4198 469 469 896 10913 1 1690 2288 2891 3491 4106 6'-8" (80")PRECAST 118 852 1513 2042 2513 3101 3642 530 1100 115 956 1468 1981 2509 3035 35,63 (SO') PRECAST 688 691 1325 1810 2250 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 9'-8" (116") PRECAST 533• 433 808 1123 1 1413 1104 i995 516 bl4 533 521 1009 M&B 1128 2088 2450 T'r=E DE51GNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF 05 RE5AR AT I F BOTTOM OF LINTEL CAVITY 8f1=1/1T NOMINAL WIDTN-� 1 L QUANTITY OF +'S NOMINAL HEIGHT— RE5AR AT TOP 71;=.lUC.0 YAL-Ur- =T 07o I-GK CSKAL.Jk 4rO f-JELD RE5AR 0 A N S REBAR AT TOP MIN. (1) REQ'D d 1-1/2' CLEAR C C1" i.U. GROUT S REBAR AT BOTTOM OF LINTEL CAVITY 1-5is'AGtuAL � BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) 1`"i,4Tr=fRIALS G-':NSAL NOTES CAPE LOAD TABLFz NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled I, f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 209a if bearing length is less than 6-1/2" 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed Ifntels based on 8" nominal bearing. 3, f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Lintels are manufactured with 5-1/2" Ion notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the sections ecified, 4. Concrete masonry units ssiv) per ASTM G90 w/ g 4. Safe loads based on grde 0 or grade 60 field rebar. p minimum net area compressive strength = 1900 psf. Vertical cell reinforcing and grouting. 5. Rebar provided in precast lintel per ASTM A6I5 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTI" i A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One "l rebar may be substituted for two 45 rebars in 8" lintels only. 2l0 low relaxation. 1, 1/32" 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 1. 1/32 wire per ASTM A510. 8. Cast-fn-place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. S. Mortar per ASTM G210 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. S, All safe loads in units of pounds per linear foot. A R C H I T 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 F N W 0 a W a h IIPR BDIV. a LOCREEKSIDE LOT #136 OJECT* 04321.000 DELe 4EBB "1828-CALI" GARAGE i,911ING: RIGHT PARE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA DATE. 10 /06 /17 SCALE: 1 /4"=1' — 0" SHEET COw1m .Q'—A" m 3 g1_6 311 0' I I �(pxb POST I (2 TYP) I j LANAI 8'-8' CLG. I 27'-0" I 12'-all GOND. - co 10'-2" I0'-2' 16'-o" (2 3052,- ECsRE55 D OOIM s'-s" CLG. 0 27'-O" — 12'-8" b LIVING ROOM 7'-5" 4'-8' 2X8 /O'-2" - OWNER'S SUITE 8'-8" CLG. 4'-8" 8'-o" W-8' CLG. y 6'-11" � � KITCHEN�� 8 -8 CLG. OF 1 I �- 2' 10 2 -1 tJ PAN. bA 3-s14 ------C'— A V. EEe Me 1 DW b2 SINK — 51036 -° 8'-1G�" 3 -(o FO V. ARC4 I _ C. ?V. d ao 0. c a' SAT �{ 4 Op � S l WC. — uNk 1 � — NI I IR-ISH r--- W.I. C: �_ �� a cL�. L---- IR-1514 C. V. -- 3-6 a ��II _ —I �1 36'x60' LAUN. $r—n88 CLG. 11.1 I I - I Iv. I I 3 4 4 BDRM. #4/ DEN 8 8 - CLG. 0 I I 4 tr ti z'-4" I— C. _ � � G. NN m1u- BDRM.#3 a' -a' cLG-8' CLG. I ' 5'-4" ry•VO I - �— 2a�x5'4" w14. I ATTIC L _ AGC S. I 50LLARD PER HLDG. CODE GARAGE 8 CLCs. FOYER &-all CLG. 36 "XIO/ ' TRANS. ENTRY 8-8 16'-0"X7'-0"0.14D. ro x a ' a W D SAS GLG > U •`� -8' II I I ro r p G V. co II-0112 BDRM.#2 S'-8° GLCx. ARCH APP.I (2) 3052-SP EGRE55 � ry _ � I � 4'-0" _ — � -- 10�'-(d" 3'-10" 2'-8" — — — — — — — — — — 2'-8° 14'-0' 4' -4' 21' - 4" 39' -8" COPPONEW AND CLADONG WND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OMM "NOS SQUARE ZONE 10D MPH WND (Wlt) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S:Cs.D. MIN. ' 12 5 30/-3-1 CRITERIA 8010 O.I-I.D. 56 5 30/-38 16010 0.14.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -6sze/ iF ROOF TILE N/A 3 _582s Allil 5LE 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. EQ. F=Q. C VO ANITY OVANITY $,,?s g s err W o f Yoa"nnea. &"ix rve. 1.,W, rOMPONVIAT AND CLAUDWO PMSSUAPZONES lA NOTE: -2-8 LOUV. DOOR W/ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITP SITE PLAN. - FRONT DOOR A551=M5LY TO 5E THERMA-TRU F15ERCsLASS DOOR W/ TRANSOM (SINGLE ASSEM5LY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EG3UPPED W/ SELF -CLOSINGS DEVICE (R302.5.1) F5CR 5TI4 ED. (2014). IEXTERIOR MASONRY WALL 5RG. HEIGHTS SQ.FT. CAM'S LIVING 1916 SQ. FT. GARAGF 430 50.PT. ENTRY 16 60. FT. LANAI 80 60. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16604.1 A BAR DETAIL SCALE: 1/2" = I' -0" 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 E W y w U W 0 F. 4 U W a F 8V9I)m do Loll CREEKSIDE LOT #136 Pzt6jzC9rGQi 04321.000 acoa�r.� 4EBB "1828—CALI" GARAGE BWMG: RIGHT PAGE FLOOR PLAN WO MPH EXP. C ARCHITECT: STATE OF FLORIDA ROLAND A ABOUCHACRA AR NO 93723 DA jM 10/06/17 8CAL E: 1 /4"=1' - 0" 51 A R C H I T E C T S 12 OFF RIDGE VENT OFF RIDGE VENT t 4A 12 WA �6 8'-8" BRCx. POT. 14B WA3 TYP. 1Y � � H 0'-0' FIN. PLR L TEXTURED FINISH ICI 0'-0' FIN. FLR I- 14A WA3 8'-8" BRS. HGT. L Y11.011 11 wA3 TYP. 0'-0" FIN. FLR " Ilr AID u� 1.0 ELEVATION OFF RIDGE VENT OFF RIDGE VENT v� cv cv F R-LIGHT ELEVATION I�6 !ml ROOF DECORATIVE FOAM DRAIN TILES 6-W 5Wa. HCxT.rl. DECORATIVE SHUTTERS OR 14B EQUIVALENT wA3 TYP. 4" RAISED —� BAND CTYPJ 0'-0" FIN. FLR NOTE: UJALL FENESTRATION FLASHING AS PER FBC R103.8.1 OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH ELEVATION E Q. H €Q- ii — I — �6 F G2. FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS F'ER FBCR R'103.8.1 I 6 14A WA 11 WA TYP. 14B � I I 0-0" FIN. FLR ram 0'-0" FIN. FLIP, BLDG. HGT. EQ. , 4" FRIEZE: BAND COACH LIGHT 0'-0" FIN. FLR MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET 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 SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 5.11 TOTAL#tOF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 84.00 I d) ND ECO. DETAIL SCALE: 1/2" = 1'-0" FF ri Des1 n robs Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w U w 0 a a U w q F 8U'BDm de LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODEU 4EBB "1828-CALI" GARAGE 811ING: RIGHT PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Oh DATE•. iQ/06/17 DETAL-20 OR (2) HET 5.13 t�l dl m Rl A14G (2) 2XI2 5M. TO roX6 POST (2) MSTA-24 4 (1) NTS-16 POST TO SLAB A5U66 (TYPO. 2) 4 m 5JIA y�A I(2) 2X72 BF{( „gyp u13� EJ3A e 1 I f(1 DZCs (Q1 "I XCIA XI 1^C4 ^I � IC] II Vs BJI �- II II II II 4<�fi� V411 -41pvv�{ II II I II II II 5J3 EJ7 EJ-t G = 5J5 EJ�A DETAL-20 OR (2) 14ETA-20 Al2 —• _ _ AI0 AS T- 041 A4 A5 I I I 1 I II II I I A9 All A13 A15 <1"I al6/� tu GICsE CsABLE END J BRACING SEE DTL. '4' SHEET 02 IX4 DIACs BTM. GHORP FIELD FRAMED BRAGINCs, ARCH ®8'-0" TYP. AFF 1/2'-4- Li T1 T- �— T 2Z"x 54" I ATTIG II I ZV 7 7 � ACCESS I I I I IV_ 3'-011 I, 3'-0" I, 3'-0" I, 3'-011 I 3'-C PLAN RANEY 6/5/14 A R C H I T !ECTS 6 Design Groups. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w a U w 0 F a q h evaary ae rAT: CREEKSIDE LOT #136 PiiOJECT# 04321.000 MODELa 4EBB "1828— CALI" GARAGE 811'L'NG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C DATA: 10/06/17 NCALE: 1 /4"=1' — 0" BHEET 4C �1e A R C H IT EC T S CONNECTOR SCHEDULE I CONTROL DATE: 01-05-rT SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I0 (2) HTA 16-18 1625 (0) 10d x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO t(pd OPTION) (2) META-16 1985 2800 Clow loci x I I/2" I -PLY, CUSP: (10J loci x I I/2') (14) 16d 2-PLY (USP: NO Ifcd OPTION) 25i5 HETA-16 1010 HTA 16 187o (9) 10d x 1 1/2" I -PLY, (5) 16ci 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION Z PETA-20 1810 HTA 20 18,10 (9) 106 x 1 1/2" I -PLY, (8) 16d 2-PLY USP: 00) 10d x 1 1/2", NO 16d OPTION l2) HETA-20 2035 (2) HTA-20 LUGT-2 3230 (10) 10d x 1 I/2' I -PLY USP: (10) 10d x 1 1/2' (12) 16d 2-PLY (USP: NO 16d OPTION) 2500 LGT-2 21W 1550 (1) - 1/4" x 2 1/4' TITEN, 2 (USP: 5LK (5) 114' W5, WOOD (16) 10d V) PETAL-20 2480 pPTA-20 2430 (18) - loci x 1 1/2, 1 PLY MGT + 3965 MUGT PUGT-2 4115 (1) 5/0' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) loci TO WOOD) 9"I90 (2) 3/4' A.T.R. IN HIGH STRENGTP EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (5) 10d) NGT-2 + 10980 HGT-3 + 10530 HUGT-3 LUGT-3 9860 (2) 3/4' A.T.R. IN PIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (6) 10d) 3525 (12) SDS I/4"x3' TO GIRDER (4) 3/8" x 5" TITEN HD TO WALL (USP: GONG. (4) 3/8" X 5" WEDGE 50LT, WOOD (12) W825) LGT3-SDS2.5 3285 LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 106 x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Clew-SpS 1/4'X3" 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)-SD5 I/4"X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) 10d x 1 1/2' CUSP: (14) loci x 1 1>2', (14) loci) HTS-I6 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) lod x 1 112' CUSP: (24) lod x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' CUSP: (24) lod x 1 1/2", (20) 10d) LSTA-12 ++ 925 LSTA 12 930 (10) loci USP: (10) 10d LSTA-15 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) loci V) 0- < MSTA-18 ++ 1315 MSTA-18 MSTA-24 MSTA-30 MSTA-36 1310 (14) 106 USP: (l4) 10d 1640 00) 10d USP: (18) 10d MSTA-24 ++ 1640 2065 (22) 10d USP: (22) 10d MSTA-30 ++ 2050 2065 (26) 10d USP: (26) 106 MSTA-36 ++ 2050 — MST[-36 3800 KSTI 236 3890 (36) 10d x 1 1/2" USP: (36) loci x 11/2" N MSTI-49 50e5 KTSI 248 5140 (48) loci x 1 1/2" USP: (48) loci x I I/2" P6 S50 LFTA 6 1210 (8) 8d t0 PLATES, (8) ad TO STUDS (USP: (I6) ad x 1 1/2', 06) 8d) SP4 885 SPT 4 945 (6) 10d x I I/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 395 MP 34 380 (4) Sd x 1 1/2' TO SEAM, (4) ad x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST. µPCP 2 S00 02) 10d x 1 1/2' USP: 00) 10d x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE HCP2 645 H10A 1140 RT 1( A 13W (113) 106 x 11/2" USP: (9) 10d x 1 1/2" TO TRUSS, (8) 10d X 1 1/2" TO PLATE VGT 4 HDU4 494o PHD 4A 5215 (16)-SpS 1/4"x3' t0 WOOD, ll0)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASPER/2 PLY USP: 5/8' ATR MIN. 'I" EMBED SET IN HIGH STRENGTH EPDXY, (10) W93 WOOD SCREWS VGT 4 14015 4940 TDX 10 10140 (16)-SpS 1/4'x3' TO WOOD, (W-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTSNIASPER/2PLY USP: 1/8' ATR MIN. 7' EMBED SET IN PIGH STRENGTH EPDXY, (4) 1/0" TPRJ-50LTS © _ () Z Q ABU 44Z 2200 6665 PAU 44 PAU 66 LTS 19 LTS 20B HTT45 HTT45 UPHO 11 2535 6ii5 ll) 5/8' At.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN GONG, (12) 16d TO WOOD USP: SAME AS SIMPSON 2380 160o5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I- EMBED.) IN GONG, (12)Ib6 TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. Z" EMBED-) IN GONG, (8)10d TO WOOD USP: SAME AS SIMPSON Lttl9 +++ 1340 1105 (1) 1/2" A r.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG, (lomid TO WOOD USP: 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x 1 1/2", 2-1/2" LTT205 +++ 15oo 4I60 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. rt' EMBED,) IN GONG., (IS) SD"lo X 1 1/2' (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) loci x 1-1/2", (20) 16d x 2 1/2' HtT4 4455 5005 (1) WS' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED,) IN CONC, (26) 16d X 2 1/2' (USP: (20) 16d X 2-1/2") USP PAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2", (20) 16d x 2 1/2' HTT5 5090 14395 (1) P ATR. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) BPS Y4' x A' WOOD SCIWEWS (USP: (24) WS3 WOOD SCREWS) PHDQII-SDS 2.5+ 11010 TPX 10 10140 (1) 1/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. -I' EM5E0J IN GONC, (3) 3/4" STUD BOLTS TO WOOD (USP: (4)'1/8' BOLTS) HD15 6649 W (� Z Q = M54A 3B6/1125 3415 5330 NFM35X12U PU84121F 2580 1130 811" 1PSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CM.U. TOP, (U 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18A0d TO BEAM USP: (l) 1/2" J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDOEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. I 3060 2110 (FLR) (10) I6d TO µFADER (10) 16d TO WOOD USP: SAME AS SIMPSON PUSC412 (WOOD) 3635 2660 CEEB) 3265 (RO(7) 3325 (ROOF) µP410 IF PP 210-21F PP210-31F LGtN126-2 1305 5000 (IS) 114' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOp, (USP: (IS) 1/4' x 3' WS3 SOWS, (10) 106 TO WOOD. USP (20) 3/I6' TAPPER*, (10) 10d TO WOOD HU0410 (CMU) 1900 4920 1305 5000 (18) 114' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lod TO WOOD: (USP: (18) 114' x 3' WS3 SCREWS, (10) 10d t0 WOOD. USP (20) 3/16' TAPPER+, (10) loci TO WOOD 14UC210-2 (CMU) 1800 5085 1305 5000 05) 114' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4, x 3' W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUC210-3 (CMU) Iwo 5085 2125 6065 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) To CMU, (4) 114' X 2 I/2' SpS SCREWS TO WOOD, USP (4) 3/8' X 4' WEDGE BOLT+t WS3 WOODSCREWS LGUM26-2-SDS 1430 5595 HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN rt" PEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH loci x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. t/) +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONpBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T" W E— A.T.R. = A-30-1 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS 714AT 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 ASTI'I-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOo CONSTRUCTION CONNECTORS C-C2017" "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI(o, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG G-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0" DE'L 2 x 10 rt'-0" TO 10"-011 pE31- 2 x 12 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D15L 2 x 6 UP TO 5'-O" DE3L 2 x 8 5'-0" TO 6'-4" DBL 2 x 10 6'-4" TO 8"-0' DBL 2 x 12 6-0" AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS FUN.O. AXIMUM HEADER SPAN (PtJ UP TO 5'-0" TO 4'-11 1/2" _t 1/2° AND UP NUMBER Or- HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2 x 12 ("2 GYP) �/16' OSB NAIL (3) 12d 6 (W-8" O.G. TYP. 2x12 BM./HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TY1mICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRUSS TO MASONRY/CONCRETE SHALL RE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE META-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRU55 TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN G. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES m EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 1. ExTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 8 SHEET D4 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. � Desi n I ou Inc. 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W W v W 0 yF K A F hiLL 0; OXMDM da LOT: CREEKSIDE LOT #136 P1tOJB:CT# 04321.000 MODEL e 4EBB "1828-CALI" GAliAGE 11 V MG: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHrrECT DA 10/06/17 ISCALM: 1 /4"=1' — 0" 39HEET 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110Y OUTLET 110v OUTLET In OP OUTLe'r WIRED TO eWI1n 4 GFI 110V OUTLET EQUIPED WrvWP FAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATERPROOF RRJ"RT OUTLET ININ SWITCH SWITCH I 3-WAY OPER. ,V4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT Vp VAPOR PROC gjj `O) RECESSED CAN WALL 802 CE _�- PRe-WIRED VENT. FAN I CFM MR sa Fr. VENT. PAN W/LI4HT 10" PER SQ. Pr. v FIXTURE ISPEG'e TBD BY I E 4'X2' FLUOFSCEN7 2-BULB WRAP AROUND 2'FLUORESCENT )—_ = = _ ==( 14' PLUOIieSGENT 4' TRACK LIGHT 0 1 PANEL METER OsmoKE S.D. BAtt. BACK -UP Demo oR W/ HARDWIRE WALL MOUNTED I BATT, BACK-UP SD SMOKE DETECTOR I W/ HARDWIRe �� nnw..✓c. INTER-GCNJNEGIED $/GO = M15 DETECTOR 814A1-1- Be A DISTANC OF NOT Leg$ TNeN 4' PENDANT LIGHT H> NATURAL GAG I OUTLET ► EPHONe JACK I I� Il I DIBCONNEG'TT I t0 BE ELEVATED I TV. I I TELEVISION JACK ACCORDANCEE V O J-15OX MAGI, trl A6611/`L CEILING ROOD LIGHT �I I K AP 'TM P8. FUSH-BUttC1V FOR CHIMES uss POW LOCATION OF TV JACKS t PHONE OUTLETS FANS TO 5E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F13CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 13E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL SE NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF FSCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED 5Y ------------ WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE:120 / 240 V -1 Ph MAIN: 150 Amp M.C.B 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 GFI 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 Dryer 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 1 #12 #12 1 20 Smoke Carbon Monox./AFCI 900 17 18 1500 Exhaust Hood Micro 20 1 #12 #12 1 20 Kitchen Recp/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Breakfast Room/AFCI 900 21 22 900 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 #2/1-ofts 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 / 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 & Rec 3 W / Sq. Ft. 5016 Hi -Hats 0 at 65W/Li ht at 100% 0 Total General Lights & Rec (Watts) 5016 Ckts# watts/ckt Total watts General Lts & Rec Panel A 1 121 4181 5016 15O At - IF ELECTRICAL RISER NOT TO SCALE:. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5114 EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER OPT. COACH LIGHT GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (GU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 q�1 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC THE 111 � L U1J lC T R I C A L PLAN ELE CONDUIT RIC COMPANY.. COORDIINNATE WIT 5 I�jHE ELECTRIC COMPANY PRIOR -r0 BID. PROVIDE 3+'2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWIN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 0 OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 15OA/2P MC13 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDING TERMINAL AT LOU) VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CA5LE TELEVISION SERVICE ENTRANCE EQUIPMENT —- 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCHITECTS 1441 N. RONALD REAGAN BLV .. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W a U W t 0 F Q F F BUDDTv. & LOT: CREEKSIDE LOT #136 P1t0JzCT# 04321.000 MODIEU 4EBB "1828—CALI" GAPL&GE eW1xa: RIGHT PACi1M ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATA 10/06/17 BCAL&: 1/4"=1' — 0" T F - CALI EQUIPMENT SCI41=DULE 3 TONS MI=G CARRIER Cu 25�48C536A AHU 1=V4CN5006 HEAT 5GW SEER 15.5 SEER TOTAL GAP 35400 ELECTRIC 208/230/tHfO 5m<R CU 35 AHU 35 RE1= LINES 3/4" E 3/8" HVAC LAYOUT PLAN F W W U W 0 U y W A F F otmDIV. Z LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODELe 4EBB "1828-CALI" GARAGE 01#MG: RIGHT PAGE: H VAC PLAN 160 MPH EXP. C Lw.rim i. / . . / i . SCALE: 1 /4"=1'— 0" 8 (1) 9 REBAR VERTICALLY W/ GONC. POUR CELL 6=6 l6' OL. MAX BEE ENERGY CODE FORMS FOR\\^`\J INSULATION R-VALUES BBEMPSON d`f TO BT�JYI Y z TEXIIJIED FINISH JJ7ii T1-VI 7 I • 78 DAYS d SECURE BT. TE Y 8L ? Q B' CT1LL SE B . A T LAB W/ �• ANCHOR T T' SE A T UI/ IOd INPORCED W/ n 1/7' GYP. ILL. BD. T WA81-IER 11 EMBE MIPL 37' OC AX. IL • OTC. MAX i 6 - WI.4N11A W.WM. I" NOSING 10" WOOD BA.6E IN. ' Or- MAX 0'-0' FIN. PLR z—s a p STOP 4' GONC. IREINPORCED W/ 6'Xi' - 9 d ° °' , • ° z — F 4 ° .d< WI,4XWA WIF �¢ PIBER'1E8H ON ° 4' CO.NG. REINFORCED W/ 6'X6' WAXWIA • ° 4' CONC. REINFORCED W/ 6'X6' WIAXWL4 _ . ° 4' CONC. REINFORCED W/ i'A6' WIAXWIA 6-MIL. VAPOR RETARDER ON OF OR PIBERYEBH ON 6-MIL. VAPOR WlF OR FIEERMEBµ ON i-MIL. VAPOR W4F OR FIBER'1E8HI ON 6-MIL VAPOR V p p L DELL-GOI'TPAiGTED CLEAN FILL. z RETARDER ON DELL -COMPACTED CLEAN - RETARDER ON WELL -COMPACTED CLEAN RETARDER ON DELL -COMPACTED CLE "` • _ 7 4 • TERMITE TREATMENT TO Me - FILL TERMITE TREATMENT TO BE PILL. TERMITE TREATMENT TO BE L FILL. TERMITE TRe:AIMENT TO EE - BOIR/i-CAFE APPLIED AT FRAMYKG. BORA-CARE APPI-IED AT PRAMIN6. U BORA-CARE APPLIED AT PRAMN(L m WW-CAFE APPLIED AT MAMM6. w u; W 4 I'_4" 4' (3) S REBAR ON CHAIRS ° _- - z O w 1'_E" (7)'5 REBAR ON CHAIRS z�. I,_e" (7J •J REBAR ON CHAIRS Q w pj 4' , 1'-O° 4' O' MIN OW GRADE F (7)'D P EBAR ON CHAIRS �• • � IN POUND 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING L W/ BLOCK WALL 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/)'.I'-0' �v SCALE: IQ'.I'-0' SCALE: la".I'-0' �� SCALE: IR'•1'_®' SCM-E: 1'=1'-0' 3Ly C_ 4' CONC. REUF. W/ 6'x6' WAXWIAO WWM ON _ w ° 6-MIL POLY ETHYLENE VAPOR RETARDER 4' CONC., t(EINF. UI/ 6'x6' WLTXWL40 WLM 4" ON ATMEN OM ALL ME Cd-EAN FILL TERMTTE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' O.C. MAX 8TUD8 li' OG. MAX O TREATMENT SHALL BE BOW -CAPE '^ U e" RETARDER ON UE TREATMENT 84ALL I CLEAN ^` HEAD OP GARAGE SECURE P.T. BT. PLATE TO W/ fU b IEBAR ON GFVAlIQB 4' 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLATE TO STUD UU SECURE BOTTOM PLATE T 1 STUD " \ ' VARIES WITH SLOPE MASONRY NAIL • 37' O THICKEN EDGE DORA-CARE SIMPSON SP4 •37' OG.MAX �/\ \/ SIMPSON SP4 •37' O.G. MAX \Y/ 4 GARAGE STEP— UP HEIGHT OF GAJVAtaE bEGUIE BT. PLATE TO CAB xS' Y µEIGHT GF GARAGE SECURE! Bt. rLarE ro SCALE: I/)'.I'-0' VARIES WTH ELOPE ANCHOR BOLT U!/ 7' Y'" VARIES wTH SLOPE ANG-FOR BOLT WI 7' R 7 SEGWE BT. PL T B 5 NON- BEARING MIN. • 3z' OG MAX MIN. • 37' oG MAX. MASONRY C w 'EPDXY NOT IREG73 E S 'EPDXY NOT I ON w SCALE: IR'=I'-0' K BOLTS BOLTS a w w w > ? n .a 4' . W/ 6'x6' WAXWIAO U4UIM z a O Q ° ON I Y ETHYLENE VAPOR!_ AN z L ? - ° PILL TERMI TREATMENT 614ALL BE O L m O ° D UU 6'X6' WL4XW44 e • ° - °• • • q' o-'. BORA-CARE 1 ICE 8H ON 6-MIL VAPOR w 4' OGNG. REINFORCED W/ 6'X6' UAAXWIA 4' CONC. REINFORCED W/ &'X6' WIAXRUTA 4' CONC. REINFORCED W/ 6'X6' UAXWA ° NET DELL -COMPACTED CLEAT 4 CONC. . E - AV WLIM ON W!F OR FIBE'RME814 ON 6-MIL. VAPOR W UAW OR RISERMESH ON 6-MIL VAPOR -� WLF OR FIBERMESH ON 6-MIL VAPOR Z . . < ° U - 9LL. TE 1 'I APPLIED AT FRAMING. 0 4" e" U RETARDER ON WEATMENT ITo Ee GLEAN !L' (7) 46 REBAR ON GHAIIRS FILL. 17E TREATMENT TO BE 4 6-MIL 'y HI POR RETARDER W RETARDER ON W?LL-COMPACTED CLEAN z RETAdRDER ON UELL-COMPACTED CLEAN z E a CARE APPLIED At FRAIMING. ` WEL rrc� AN FILL TERMITE L FILL. TERMITE TREATMENTD YO EE L FILL. TERMITE APPLIED A TO M E MLL TERMITE TREATMENT TO MI LL 2E� - (7)'5 IEBA.R ON CHAIRS COVER 4. (7) b IEEAR ON CHAIRS 8�� 4 4 (9�'9 IEBAR ON CI -AIRS PRM1INiR m I'=&° 4' BOR4-GARS APPLED AT PRINTING. 4 C" 4" ; m 4' t9" O z w 4' ° ,4' X MIN. L (7) b REEAR ON CHAIRS -a 4' m° GARAGE STEP-UP 1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. N-BEARING L.B.W. W UPLIFT 2-STORY L B. W. W/ UPLIFT L.B. W. W/NO UPLIFT 01NO UPLIFT EXTENDED STEP 6 ,Mli'A SCALE: Ur-11-®' 68 SCALE: V2'=1'-0' ENDED FOOTING '•I'- 'STEI`N1M-L TO BE MIN.3 CWRSES BCAL�: ICN GRADE ` - RECESS FOR I�0" GARAW DOOR EGUFE P.T. BT. PLATE TO a °a m ° V)'XB' AMCHORR BOLT W/ 7 -IE 7' I7MBED. MIN. • 37' \Yj !V 06 fEBAR VERTICALLY W/ CONC. !V Ta REB.MZ VERTICALLY 4l 'xi' WIAXWL4R WIM APOR SECURE P.T. BT. PLATE TO 8LA,8 W/ : POURED CELL ® POURED CELL - O� -MIL LLELLE1147COMPLENE VAGTED IA'XS' ANCHOR BOLT W/ 7' S' f.T11J CLE F limm lITE TREATMENT SHALL ^' WA�IiILIl� Cmu LIRA -CARE 4' GONG, REINF. UU 6'x6' WVRXUIIAO WlM ON EMBED. MINL • 37' OC MAX N L O s' s° 4° 6-MIL POLY MYLENE VAPOR RETARDER ON \Y, w ° E 0- NOTE: OPTIONAL USE OP a NGONGI6ETE m U -m' UEI-L-COMPACTED CLEAN PILL tERM17E ° - `I CONCRETE CURB • GARAGE WALLS t0 RM D Y Q a°. I Ul/ 6'xb' WI.4XWA0 WlM J WALLS J 2'_ 4' -S REPAR ON CHAIRS TREATMENtT 64AL1_ SE BORA-CARE 6-MI POLY ETHYLENE VAPOR `" •�' MILDER BYY DIVISION. BION. D BY STUCCO BUII Ix E I (U'6 1EBAR ON CHAIRS w ER oN LLELL-caMIPACTiD CLEAN B STOP 9 C CRETE PAD 11 GARAGE DOOR FOOTING ° I . W/ 'x6' WIAXWIAO WlM ° PIATEC M TREATMENT BFVALL BE STOP - T IES SCALE' I//'•'- ' . a°° MIL L µYLENE VAPOR! t' ° . CURB HEIGHT VARIES w w o- SCALE: V)'=1'-0' RE ON DELL -COMPACTED CLEAN - I - PILL TREATMENT &4ALL ISE / w e q z a e ' n PILL AIE z pz (3) 9 INEBAR ON CHAIRS Q Z - ° > z L a ° . is 4' GONG, REINPORCED W/ i'X6' WAXWIA ° 4 L 4 > L j'° L O a 6 Bn.D6tRaFOR r 8' 9 VARIES 3' a WIF OR PIBERRI'IEBH ON 6-MIL VAPOR 11 P1 CLING. REINFORCED UY 6'X6' WL4XWA (V'S t. - RETARDER ON LLELL-COP'fPAGTED C1EMt ? W (7) 9 REBAR IX4 CHAIRS - r - • FILL. TERMITE TREATMENT TO BE FINISH FLOOR > _ +"� RETARDER ON HELL -COMPACTED CLEAN w = UAIF OR FIBERMEBN ON 6-MIL- VAPOR m 4 GARAGE STEP— UP _ D W-CAI R ON G1IED AT PRAMING. w z 4 - 4 BORA-CAPE APPLIED AT FRAMING. W - • a FILL. TERMITE TREATMENT TO ISE RMS Q� a a. 2 —STORY L.B. W. � q f 4 4� _ e°� � 8" (3) Iq REEAR ON CR4111R8 ° ° ��% �� GARAGE STEP—UP 6 EXTENDED FOOTING �o m8 18 .41 1-STORY L.B. W. scALe: Ire'=r_m' Y 1-STORY FOOTING 2-STORY FOOTING W/ UPLIFT EXTENDED BLAB I �' CURB HEI B AT GARAGE AT GARAGE &E�X�TENDED FOOTING ,�. DR 8 �, A 1 SLAB AT S.G.D.2SHOWER RECESS FOOTERESCALE: 1/i -I O' SCALE, r.r-0'ALe: I/2'=r-0' saaLE, r.T-® Z= _ (V I'iB REBAR VERTICALLY W/ CONC, L POURED CELL ro CON(° REINF. W1 6'x6' WL4XUUV WUM BEE ENERGY CODE FORME POR _ :a ° ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VAWES RETARDER ON WELL -COMPACTED CLEAN FILL TiR'IITE TREATMENT 6HALL ISE TEXTURED FINISH BORA-CARE a' cm z (7) b REBAR ON CHAIRS AB AT GARAGE ''.-GRaLITED BOND BEAM n 4 WOOD BABE ` , U Y VARIER PER ELEV. )/ ! SERVICE DOOR TOE I� RE13AR ' i Jy0 -0 FIN. FLR REBAR W/ 10' HOOK TIE VERTICAL REBAR -4 GROUTED BONA BEAM - -_°� TO HORIZONTAL DEBAR W/ I& HOOK 2 w oP ` .I° ' 'GONC. REINFORCED W/ i'XIr' 14 NOT USED CAULK ° n - - VARIES PER ELEV. - _ VARIES PER ELEV. a ° WAXWA WIF OR FIBERMEBH oN - � z ° " 6-MIL. VAPOR RETARDER ON C GROUTED BOND BEAM ro WELL -COMPACTED CLEAN PILL. NOT USED TERMITE TIEATM XT TO BE POURED L . ! J , ;, VE 1 _ DORA-CARE APPLIED AT S' cm FRAIMING :•,:: 7X WALL L '^ U i' PVC CHASE THRl FOOTING z 4�" 8" W 4 � (3) lb REBAR ON CHAIRS " ' _ CT11J W O (4)JPxl' ANCHOR BOLTS a (4)Ji'XT' !R/7' DRYWALL 1-STORY '^ U 2'-0' J-50LY6 MIN B' E1MSEDMENT W/ 7'X7'XVB' J (7) b REPAIR ON O-AIRS WASHER AND NUT SPACED EVENLY FROM /-WOOD EASE 7-STOMY 2-STORY FOOTING TO COMP BEAD . SET IN JOINTS / (3) 5 W15AR ON CkAIR8 PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEI•TAELE mI ROPIT) °' 13 W BLOCK WALL QT./INT. FRAME WALL TO SCALE: 1n^.r-®' 15 BLOCK WALL CONNECTION n FOUR CELLLR VERTICALLY W/ CONC. BCALE. V7'.I'-0' SEE ENERGY CODE FORMS FOR a INSULATION R-VALUES B: CMU a CLEANOJT REMIRED CLEANOUT PEGUIRED 16 GAS LINE THRU BLOCK A' GYP WL BD. - -- FaR NW -MC TCN - _ FOR INSPECTION •'�'' z WOOL? PASO E , E ° _ ° NOT USED L a w 4' COMIC. FEIFF. W/ i'xb' WAXWIAO WU"f _ Y ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON HELL-GOMIPAGtED GLEAN 0'-0' MN. FLR d-0' PIN. PLR �7 PILL TERMITE TREATMENT 614ALL BE (V'6 REBAR ET IN SIMPSON µKaµ °: O BOR4-CAFE A° °a ° t ° TO H IR2!00NTAL EAR °a a TO HORRIZONTAL VERTICAL BAR STRENGTN EPDXY 6' ETMEED. MIN. (7) b REBAR • I-6TORY REBAR UJ/ 10' HOOK ° ° £ ° I , (3) •J 1EBAR • 7-STORY .. - �o REBAR UV 10' HOOK e - - - OUTSIDE REPAIR TO BE � 6' PVG Cµ.A.SE T4% POOTIJG 4' CONC, REINF. W/ 6'x6' WIAXWL40 >— �' �! (U'b VLa V DOUEL ° o--... UILM ON 6-MIL POLY ETHYLENE ° e. LAPPED W/ EOND BEAM VAPOR RETARDER ON (1) b ROAR AT CORNERS E I -STORY < 0 °R DELL -COMPACTED CLEAN FILL a` , ' ° . - - W/ 7s' LAP MIN. in U q" 8" 4" (7) 7 MBAR ON CHAIRS HORIZONTAL/VERTICAL TERMITE TIREA'nMENt eHat 13E '-4° 7-)0 HORIZONTAL/VERTICAL REINFORCING AT Ex7RA-CAFE 7'-I' MIN. LAP (3)+b IQEEAIl ON CHAIRS TYP. RETROFIT FOR PIPE THROUGH � REINFORCING BEARING CHANGE OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP STORY FOOTING O C AT LINTEL CORNERS D W W BLOCK ALL SCALE: :P_0� ALL EXTERIOR F'007EII2S AT -7IWISI-I SLAB'S To BE MIN. 12" BELOW Ul�4DISTUR1E3EID SOIL CONTROL DATE: 07/01/15 ARC H I T E C T S 0'4 /Design Groulinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w W 4 0 yF W y A F ti stmDIV. a LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODEIA 4EBB GARAGE CALI" GARAGE BRING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH I - C ARCHITECT: STATE OF FLORIDA ROLAND A ABWCH� AR NO 93723 10/06/17 SCALE: 1/4"=1'-0" 1 SHEET DI 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBCR R905.2.i ON a" 0.&5, FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR i" CDX PRE-ENG GABLE TRU55 FIBERGLASS SHINGLES OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER OVER 030 FELT PAPER INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBGR RTI05.21 ON a" O.S.B. TYf . (2) 12d'$ to EACH TRU55 R905.2.i ON �(," O.S.B. SHEATHING OR }' CDX O.H. TO BE INSTALLED is MID. POINT SHEATHING OR i" CDX PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN, OR 10'-0" O.C. PLYWOOD SECURED FASTENER SCHEDULE _ STIFFBAGK At ALL UPRIGHTS i MAX. PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY CODE: FORMS FOR INSULATION R-VALUES o VENTED ALUM. SOFFIT" GYPSUM BOARD OR }" HIGH MTL. DRIP EDGE TYP. PRE-ENG WD. TRUSS 24" O.C. STIFFBG ACK At ALL STRENGTH CLG. BOARD SEE ENERGY CODE FORMS FOR o.H. MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER ELEVATIONS HIGH (SEE SEALED ENG. MTL. DRIP EDGE ° GYPSUM BOARD OR J' HIGH CONT. 2x4 RAT RUN SECURED W/ FOR SIZE 4 GONDITIONJ � 2x4 NAILER STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d'$ e EACH TRUSS t O.S.B. SHEATHING OR J' CDX 2x4 Is 24' O.C. 6 INTERIOR KNEE 2x4 OR 2x(o FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS LONG. FILLED LINTEL BLK W/ (l) WEEP SCREED SEE ENERGY GODS FORMS FOR FASTENER SCHEDULE OfN SHEET p2 +'5 REBAR CONTINUOUS VENTED ALUM. SOFFIT IDETAIL 5/D3) INSULATION R-VALUES OR -t/16" ZIP SHEATHING SYSTEM CONK. FILLED LINTEL BLK W/ (1) (INSTALLED PER MANUF. SPECS.)+5 REBAR CONTINUOUS PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR I/2" EMBED. STRAP VERIFY MASONRY w/ 1/2"x9" A.B. ( HIGH STRENGTH CLG. BOARD -1/8" THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2' DIA. WASHERS, "I' CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END' 32 O.C. INDOW ATTACHMENT AS PER SEE ENERGY GODS FORMS FOR ON FORTIFIBER JUMBOtEX GRADE b/B" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK ANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE PRE GASt SILL BLK. W/ (1) N5 REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL DIRECTLY t0 MASONRY OR 1/16" ZIP SHEATHING SYSTEM CONTINUOUS (INSTALLED PER MANUFSPEC4 CI) "5 RE BAR VERTICALLY W/ . ll) M5 REBAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED GONG. POURED CELL Ix2 P.T. FURRING STRIPS o 24" O.G. (SEE DETAIL 5/D3) 5/8" THICK, 3 GOAT Ix2 P.T. FURRING STRIPS w IFi" O.G. PORTLAND CEMENT SECURE GABLE TO 2x6 P.t Ix2 P.T. FURRING STRIPS a 16" O.C. PLASTER APPLIED I/2" GYP WL. BD. PLATE W/ 12d's 8' O.G. MAX 8" GMU 8' CMU DIRECTLY TO MASONRY WOOD BASE I/2" GYP WL BD 1/2' GYP. WL. BD. SECURE 2x6 Pt. PLATE TO BLK W/ WOOD BASE (1) 05 REBAR WOOD BASE VERTICALLY W/ GONG. �. "x9" ANCHOR BOLT W/ 2' WASHER I POURED CELL F SET IN SIMPSON HIGH STRENGTH Y 811 CMU I " EPDXY i" EMBED MIN. 32M0'GK 0 %" THICK, 3 COAT PORTLAND j CEMENT PLASTER APPLIED uJ z Q DIRECTLY TO MASONRY z fl L 1-STORY 1-STORY GABLE BLOCK~ 1- STORY GABLE NOTE: (DE5LOC2 LW/ VAULT C LG. PER FBCR S05.2.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LATER UNDERLAYMENT ALE: 3/4"=1'-0' SCALE: 3I4"=I'-0" 3)SCAO.C3 BLK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS /4"=1'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 WCUI 2X4w 2XroIX4 DIAGONAL BTM. TARPONSTO BLOCK, DRIVE zx4: BEcuRE to BLarlc wNa MASONRYw/ x9A B w.T. SECURED 0/ SEE PLAN FOR SECURE TO BLOCK W/ V*'CHORD BRACING. rAPcoNs OR DRIVE PIN211 DIA. WASHERS, I" MIN. (MIN. SHANK SITE .14b TAPCANS OR DRIVE PIN (MIN SHANK 81 .14b MIN HEAD SIZE 300 (MIN SHANK SIYE .148 MIN EMBEDMENT I Y4) MIN. HEAD SIZE 300 MITI' HEAD SIZE 300 a' cm EMBEDMENT WITHIN 8' Ir LOCATION WITHIN 8' OF EACH END + NOTE, STRUCTURAL 2X MUST BE MIN EMBEDMENT I Y4') NOTE, STRUCTURAL 2X MUST BE MIN. E OF SNAG 1 4,END 1 �' STRUCTURAL zX MUST BE 1S' DRYWALL EA. END, 32" O.G. MAX IN PRE-ENG'D WOOD 9' CM 18' OA, MAX SPACING. WITHIN 8' OF EACH END a ON OUTSIDE 1 SECURED 1'X4' OR 1'X2' P.T. NAILER TRI.IrOaJ (-I-l-P) � 24' _Lr!4' DRYLLW-L 2X6�i1 ON OUTSIDE 1 6ECURED THROUGH B' O.G. MAX SPACING, ON OUTSIDE / SECURED 18' O.G. MAX SPACING. THROUGI3 NON-STRJC7UR4L'14' Ix4 Pt. OR Y4X4' MIN SECURE THRI FIELD. 1'X4' OR 1'XJ' P.T. NAILER NON-STRUCTURAL W TAPCOI`1 THROUGH NON-STRUCTURAL W6' 2X6� O.C. MAX ❑ Uc4 URIE T 9YX4' MIN BECUI YO BLOCK WR-+% MIN 1-41 EMBEDMENT INTO 2X6� TAPCON MIN I-4 EMBEDMENT WORE TO BLOCK NT'O MOOe, IY4 EMESEDMENt ❑ TAPCOIN6 OR DRIVE PIN SECURE TO BLOCK FRAME 1 EMEND 1Y4 INTO BLOCK W/ SIMPSON SECURE 7HRU FRAME 1 (MIK SHAW, SIZE J46 BLOCK WR-)I TAPCCNS OR INTO BLOCK WA-1/4' TAPGONS OR ('� � S M 46DRIVE PIN ❑ EXTEND I Y< INTO BLOCK MIN HEAD BITE 3" Cm DRIVE PIN DRIVE (MIN. SPANK SIZE .14b MIN. HEAP SIZE 300 O ! YP) IvERIFY W/' TAPGONS OR DRIVE MIK EMBEDMENT I Y4) OIL (MIN SHANK SIZE .145 0' CMU MIN HEAD SIYE 300 CMU MIN EMBEDMENT I-Y4' PIN WIT141K S' OF EACH END : MIN HEAD SIZE 300 • DRYWALL , •DRYWALL WITHIN 8 OF EACH END 4 18' O:C, MAX W/ TRUSS PLAN IN. SHANK SIZE Job 'X4' OR I'X2' P.T. NAILER ' 'X4. OR I'X2' P.T.NAILER WITHIN eODF ENACHY4ENp t I'X4' OR I'X7' P.T. NAILER MIK HEAD SIZE 300 IB' O.G MAX BPAGNG. MIN EMBEDMENT 1 Y4) SPACING WITHIN 8' OP EACH END 1 ❑ MI18' O):, MAX SPACING. N EMBEDMENT IY4 L. MAX SPACING. WITHIN 8' OF EACH END 1 SEDUM TO BLOCK W/J-N4' 7(`' OJ3B. X 4' MIN 18' O.A2X81® IV OL. MAX SPACING tPCON$ OR DRIVE PIN DOOR CASING 2� ' SECURE TO BLOCK W/1-1/4' 7(`' OJ3.B. X 4' MIN DOOR CASNG NK qq DOOR CASING (MIK 8FUASIZE J4b SECURE r0 BLOCK W/2-%' DOOR CASING TAPCONS OR DRIVE PIN DOOR CASING U MN. HEAD SIZE 300 TAPCONS OR DRIVE PIN DOOR JAMB OR WINDOW MIN EMBEDMENT I Y4) DOOR JN1B OR WINDOW (MIN SHANK SIYE .IAb DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPACTURES DOOR JAMB OR WINDOW (MIN. SHANK SIZE .14b DOOR JAFIB OR WINDOW MIN. HEAD SIZE 300 ATTACH TO 2X PER DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OP EACH END 1 MANUFACTURES DETAILS. MIK HEAD SIZE 300 ATTACH TO 2k PER MANUFACTURES DETAILS. IS' OL, MAX SPACING. MIK EMBEDMENT I Y4) MANUFACTURES DETAILS. MIN. EMBEDMENT I Y47 MANUPAG'Tib $DETAILS. NOTE: SHIM AS NEEOM TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END / NOTE: BRIM AS NEEDED TO PLUI'IB WITHIN 8' OF EACH END + NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) JAMB (DO NOT EXCEED Y49 18' OG_ MAX SPACING. JAMB (DO NOT EXCEED 41) 18' O.C. MAX SPACINGS. JAMB (DO NOT EIKEED Yi) JAMB (DO NOT EXCEED Y49 , DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/lA" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3-7/16' DOOR JAMB TO BLACK +9/4 OR +5/4 A WIIiDOW TO BLACK +3/4 OR +5/4 �n1 12=W TO BLACK +1-15/16 _ (1 WIIiD0W TO BLOCK +3" �MiKDOX TO BLOCK +3-7/16" J 11D9DOW TO BLACK +3/4 OR +5/4 SCALE: 3/8 -'-0 u GSA€ are' - `"l CS mil_ : 9/8' I^ : 3/8'�l�-0 E- 9/8'. f_0 2X4w SE4CURE TO BLOCK W/ V SECURE: TAPCO US OR DR VE PINT SECURE TO BLOCK WN4' TAP'CONS OR DRIVE PN SECURE TO BLOCK I IN (MIK SHANK SIZE .146 TAPCONS OR DRIVE PIN (MIK SHANK SIZE 14b T iN_ SPA K DRIVE PIN MIK HEAD SIYE -400 (MIK SHANK SIZE .14b CONC. POURED MIK HEAD SIZE 300 (MIK SHANK 612E Job MIK II SIZE 300 MN. EMBEDMENT 1 Y49 WITHIN MIK HEAD SIZE 900 ® LINTEL COURSE MIK EMBEDMENT I Y49 WITHIN MIK EMBEDT'1ENT I Y4') WITHIN 8' OF EACH END 1 IV O.C. MIK EMBEDMENT I Y4) NOTE, STRUCTURAL 2X MUST e' OF EACH END / 18' OTC. MAX01oAC NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END < MAX E A 44 E a' OF EACH END 4 I8' O.C. NOTE: STRUCTURAL 2X MUST MAX2X6S BE ON OUTSIDE 1 SECURED IB' O.G MAX SPACING. BE ON OUTSIDE 4 SECURED MAX S MAX SPACING. BE ON OUTSIDE 1 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2X6ss THROUGH NON-STRUCTURAL 2X6SECURE TO BLOCK W/J-%' BECW� TO BLOCK W12-%' THROUGH NON-STRUCTURAL 3((,' TAFGON MN. 1-Y4 w) CUR TO BLOCK IS OR SECURE TO BLOCK W/1-1/4' %' TAP'GON MIK 1-Y4 TAPCONS OR DRIVE PIN TAPCgNB OR DRIVE PIN 'Ns TAF'CON MIN. -.-Y4 DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PN EMBEDMENT INTO BLOCK "a Rinks SHANK �unl nlAl�s ®4, C.C. (MIK SHANK SIZE J4b (MIK SHANK SIZE 14b EMBEDMENT INTO BLOCK (MIN 8HANK SIZE .14b (MIN. SHANK SITE .14b TOP $ BOTTOM EacsEs IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIK HEAD SIZE 300CMU MIN 3 HEAD SIM 00 MN. EMBEDMENT I Y4) MIN. EMBEDMENT 149 MIK EMBEDMENT 149 8' CT1LL WI V OF EACH END 1 MIN. EMBEDMENT E D I YIs- WITHIN 8, CMU JS' DRYWALL B' O.C, MAX SPACING. 8' CI'1U B' aK EACH END < IB' O.C. WITHIN 8' C= EACH END WITHIN B' OF EAGI-4 END 1-INFORGING 36' Off. JY DRYWALL MAX SPACING V DRYWALL 1 18' O.C. MAX SPACING. DRYWALL OR I'X2' P1. NAILER II OG MAX SPACING. ❑ 'DRYWALL MAX !a TRUSS E W 2)(p;m ❑ I'X4' OR 1'X2' P.T. NAILER 2XDMW i'X4' OR P.T. NAILER 2xa: ND 2X SECURE TO 2X8>® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/J- ooR CASING $EGUR>" TO CLOCK W/U-�!(�,' CASING SECURE TO BLOCK STRUCTURAL TT�d wII�THIN B�IpI F EACH SECUk1E ro BLOCK WA-114' ' P.T. X 4' MIK CHORD, SECURE W/l3) 12)d NAILS 6 EA. TRU55 (MISS OR DRIVE�PIN TA MIK 6HATKO SIOM ZE J45 PIN PRIVIE PI S END 1 6' TO 8' O.G. MAX TAPCONS OR DRIVE PIN OOR CASING CHORD (MIN. 6HANK SIZE .14b MIK HEAD $LYE 300 DOOR JNNB OR WINDOW MIK HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SPANK 8 DSIZE J4S UO N1® OR WINDOW MN. HEAD SIZE 300 DOOR JAMB OR WINDOW �¶ GABLE END BRACING MIK EMBEDMENT I Y41 WITHI ATTACH t0 2X PER MIK EMBEDMENT i Y4) WITHIN ttACH 70 2X PER , MIK EMBEDMENT I Y4) J LIIIL 8' OF EACH END 1 18' O.C. MANUFACTURES DETAILS. a' OF BACH END 4 16- 01 MANUFACTURES DETAILS. MIK EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MAX MAX SPACINGS. WM•UN 8' OP EACH END 1 MANUPAGTUREB DETAIL$. 18' O.G. MAX SPACING. ANUPAC OZ DETAILS. Q SCALE: 1/2 " = 1'- 0 &I AS I�EDED TO PLUMB NOTE: SHIM A6 NEEDED TO FLUME IS' O.G MAX SPACING:. NOTE: SHIM AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO DUALS Y JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED YV JAMB (DO NOT ExCEED )4) JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1 2' DOOR JAMB TO BLOC% +2 �. DOOR JAMB TO BLACK +3" DOOR JAMB TO BIAC% +9 3/4' ivy WINDOW TO BLACK +1-1�' WLNDOW TO HLOC% +2 1 4 43) WINDOW TO BLOCK 3" ivi 11INDOW 1YM BLACK +9 3/4' " SCALE: 3/5'•I'-0' SOAL.E. 3/8'•I'-®' ` SCALE: 3/B'"I'-0' '"i SCALE: ' m FASTENER SCHEC:>ULE_= NAIL REQLIIREI" IENTS TOP CORD BLOCKING AT 4'W , -1 -1 Ae I-A-M 1/1 " OA.TR. USE 'I/6" O.S.B. OR I/2' CDX PLY WITH "8 RINCs SHANK GUN NAILS A7 4' O.G. T SUPPORTED PANEL EDGES AND +"8 RING SHANK GUN NAILS AT b' OG. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH VIA. TENSILE S O.C. MAX. IN FIRST 2 FRAMING Y O : TYP. EXT. SHEATHING ATTACHMENT z SPACES AT EACH END. a° FOR SHEAR t UPLIFT (OSB. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE 18 2' DECK SCREWS • 6'-8' A m z 8d ROUND)"IODIFIED OR T 1 LIB" .113 110,000 10d ROUND,MODIFIED OR T __. 2 1/8' _- J28 110000 ROOF SF.tEATWINn TO GABLE END FRAME_ USE •8 C%UN. NAILS 10 4' OZ. - ROOF SHEATHING--� NOT REGLUIRED EXCEPT W OPENINGS tt J ;5 � / ® W uq O.C. MAX a EDGES t 12' O.C. _R _ --- -_ EXTERIOR SHEATHING NOTE: NAILS 70 BE MFCa BY MEMBER OF INT. STAPLE, NAIL t TOOL OCIATION USE I/2' CDX OR 1/I6' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND M8 RING SHANK GUN NAILS 4' O.C. TOP t I. 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0�12 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR'T/I6' ZIP SHEATHING SYSTEM 3. Ib TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4.0.280 INCH FULL ROUND HEAD DIAMETER NOTbR-Nhp ffifef Z�"I��pyuF. SlCSJ 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTURER -ROOF IO FOR TONE 3 PRESSURE BASED ON WORST CASE �, SCENARIO FO N z $ A p -3 m ROOF 544EAT1 41NG LAYOUT AND ENDUJALL BRAG INC. fOR G,45LE ENID HRAM INCH nFHN- wren AaNFy ""+ —08 RING SHANK GUN NAILS ' SHANK TO EXTEND BEYOND' � ° o ' u b OG. IN FIELD w THICKNESS OF SUB -FLOOR x u Q ° ° SHEATHING v TYP. 3/4' TiG BUB-FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF ALL EXPOSED MEMBERS SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) BUILDING LENGTH A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w 0 F 0. W14 A F A BU'HDTV. 4iC LOT: CREEKSIDE LOT #136 PROZMCT# 04321.000 MODEI:a 4EBB "1828—CALI" GARAGE 811MG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA E 10/06/17 SCALE: 1/4" V-0" 1 8*=ET D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R9052.� ON° OSB. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR }° cpx BAYS 4'-0" O.C. (AT *130 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURER PER FASTENER FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR SCHEDULE EMBED. STRAP 030 FELT PAPER INSTALLED " O.S.B. SHEATHING OR 1" CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBCR Rw52."I ON �" PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR i" CDX PLYWOOD SECURED PER PER FBEG R40223 24' D.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE 11-011 PRE-ENG TRUSS MTL DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TY@. MTL. DRIP EDGE FOR INSULATION R-VALUES O.H. PRE-ENG WD. TRUSS SEE ENERGY CODE FORMS 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" 2X4 OR 2X6 FASCIA 24" O.G. MAX. 2x4 OR 2X6 SUB -BAND FOR INSULATION R-VALUES. WOOD SHEATHINGS PER ELEVATIONS PER ELEVATIONS PER ELEVATIONS GYPSUM BOARD OR a uB LAYER "I, HIGH STRENGTH CLfs. BOARD " I �� CONT. 2x4 RAT RUN SECURED DOUBLE TOP PLATE HIGH STRENGTH GLG. STUCCO WRAP VENTED ALUM. SOFFIT O" VENTED ALUM. SOFFIT W/ C2J l2d s * EACH TRUSS VENTED ALUM. SOFFIT TY�'. WINDOW HEADER SIZE VARIES SEE ENEF;r CODE FORMS FOR BOARD WRB LAYER 12, F-ORTI�IB1ER O.N. 1/2' CDX OR 1/16" OSB BUILDINGS PAPER PER WINDOW OPENING SEE gECURE t0 WALL PER INSULATION R-VALUES 1,000 UPLIFT METAL LATH HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR SIMPSON t 1/2" CDX OR i/Iro" 05B FASTENER SCHEDULE CONNECTOR FASTEN TO WOOD STRUCTURAL pFtAll-s SP2 EA. SECURE t0 WALL PER ON SHEET D2 I/2" HIGH STRENGTH GLG. ; :: MEMBER + 1" O.C. MAX FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" ZIP BOARD 2x8 SYP 0'2 2X8 STUD I'A, TEXTURED ON SHEET p2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE DBL TOP FINISH * WOOD OR l/16' ZIP WINDOW SILL (INSTALLED PER WINDOW HEADER SIZE VARIES PLATE °M" TYPE CONTROL JOINT SHEATHING: SYSTEM 2x6 STUDS 6 16' O.G. MAX W/ MANUF. SPECS.) PER WINDOW OPENING SEE ZIP SHEATHING SYSTEM (INSTALLED rRAMCONNE T OBLOCK p�tAIL ( INSTALLED PER HEADER SPAN CHART FOR MANUF. SPECS.) INSUL., SEE ENERGY GORE DETAILS PER MANUF. SPECS.) OR n 15/DI FORMS FOR INSULATION DRY WALL 6' METAL LATH STRIP /$" THICK, 3 COAT R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 2" DIA ANCHOR BOLT 6' WIDE STRIP SELF 1/8" THICK 3 GOAT ro" O.G. MAX WITH -1" MASONRY ", MASONRY BEEOAPPLYINCs SCREWEDADHESIVE t=LASHING, CLEAN WALL EMAT I CEMENT PLASTER T t G SUF3FL0 UEp ANp CEMENT PLASTER WINDOW SILL BEDMENT AND 2" tExtuRED APPLIED TO METAL AS FA ENER APPLIED to METAL 2x6 STUDS ® 16 O.C. MAX W/ LATH OVER 2 LAYERS 5CHEPUL S T 2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE SHEATHING DIA- WASHER FINISH * MASONRY OF GRADE °D" � BUILDING PAPER OR OF GRADE 'D" FORMS FOR INSULATION 2x8 SYP "2 ON PI a, GMU BUILDING PAPER OR R-VALUES PAPER BACKED LATH PAPER BACKED LATH WOOD STUDS A. X OVER AN APPROVED t t BFL OR GLUED AND AT 12 O.G. MAX HOUSE WRAP OVER AN APPROVED 5G D S R FASTENER U VERTICAL CONTROL HOUSE WRAP H ULE HEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP '""2 o SOLE PLATE (1) COURSE TIE -BEAM ATERIALS DETAIL 5 P-ENG FLOOR TRUSS •:a POURED SOLID WITH z CONCRETE. (,) *5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) Ul Z GONG. FILLED L " GYPSUM BOARD OR }' HIGH 0 4 REBAR HORIZONTALLY BLK. W/ (I A STRENGTH GLG. BOARD DETAIL 5 WEEP SCREE 3/4" T 4 G SUBFLOOR GLUED O y ASTM 926-G 8 63 PRECAST LINTEL AND SCREWED AS PER C US Ix2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON (INSTALL PER MFG. SPECS. z 1.0 (SEE D 1 2/D ) SHEET D2 f WINDOW ATTACHMENT AS C" GYPSUM BOARD OR Z lu PER MANUFACTURES SEE ENERGY GODS FORMS HIGH STRENGTH GLG. BOARD 111 U SPECIFICATIONS FASTEN 2X4 RI580N (P.T. FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP O GMU) W/ (5) 126 NAILS a E GH PRECAST LINTEL z *5 REBAR 16" PRECAST SILL SS GONG. FILLED LINTEL BLK W/ f O.G. MAX IN WINDOW ATTACHMENT AS PER (1) "5 MBAR CONTINUOUS Z PRE-ENG OOR TRU MANUFACTURES SPECIFICATIONS w CONCRETE (INSTALL P G. SPECS.) THICK, 3 coat SEE ENERGY CODE FORMS p/ Z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUE5 Q VERIFY PER a Iro° O.G. GONG.OLELI EL BLKPLASTER APPLIED PRECAST LINTEL PLAN. AR CONTINUOUS DIRECTLY TO (I) "5 REBAR VERTICALLY L1 0 8 GMU MASONRY e WINDOW ATTACHMENT AS PER z w/ GONG. POURED CELL MANUFACTURES SPECIFICATIONS O R-4.1 1/2" GYP WL BD RIBBON 5/8" THICK, 3 GOAT O 1x2 P.T,FURRING N INSULATION C1) M FASTENING DETAIL STRIPS * 24" O.C. PLASTER APPLIED PORTLANp CEMENT PRE -CAST CONCRETE SILL 4 CONTINUOUS REBAR 8' SCALE: 3/4 -1 0 GMU DIRECTLY t0 � WOOD BASE � „- �- " (1) S REBAR VERTICALLY 4 O I/2" GYP. WL. BD. MASONRY W/ CONC. POURED CELL D m Z 04 REBAR 48" LONG Q ,� WOOD BASE Ix2 P.T. FURRING Li/6" HOOK ® 24" O.G., � 0 -0" STRIPS +0 24" O.C. MIN. 24" IN SLAB O t FIN. FL8' CMU C2'- ROOF TRUSS UPLIFT R. - tU � � - �' C M N, CONNECTOR NOT II 1/2' GYP. WL. BD. °� I IN SLAB? SHOWNt� cL jz WOOD BASE SHOP DWGs-) a: aUi�. FIN. FLR — V � GONG., �� 3 1/2 WALL I a REINF. W/ 6 x6 — W1.4XWI.40 WWM ON 6-MIL EXTERIOR WALL �� POLY ETHYLENE VAPOR SHEATHING (SEE SECTION •° • NOTES) oN FASTEN EACH STUD RETARDER ON TO DBL. TOP PLATE 2 —STORY 2—STORY WOOD WELL -COMPACTED CLEAN W/ USP SPT24 NAIL WALL WALL • •° ]FRAME TO } �„ -�„ �„ FILL TERMITE TREATMENT PER MANUF.SPEc& „n ° d"„ 1 SECTION 2 SECTION LOCK WALL n 0 21-01 SHALL BE BORA-DARE CTION AT TOP (3) *5 REBAR CONTINUOUS OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0° ON CHAIRS SCALE: Nt5 FIBERGLASS SHINGLES PRE-ENG GABLE TRU58 FIBERGLASS SHINGLES OVER *30 FELT PAPER OVER 030 FELT A INSTALLED PER FBCR RWE7.21 ON ' O.S.B. SPF 5TIFFBACK (SEE SEALD TRUSS INSTALLED PER FBCR PRE-ENG GABLE TRU55 SP-- STIFFBACK (SEE SEALD NOTE: EXTEeWALL RIORSTN ENG. PACK FOR SIZE t CONNECTION) R9052.� ON O S$. TRUSS DIAGONAL BRACE SHEATHING OR �" CpD 2x4 SPF BLOCKING BETWEEN SHEATHING OR }" CDX ENG. PACK FOR SIZE t CONNECTION) CENTER OF TRUSS SHOWN FOR CLARIT PLYWOOD SECURED PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0° PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST C5) BAYS 4 -0 SPAN OR HIGHEST RIDGE. DIAGONAL FASTEN STUDS TO BLOCK WA WITH USP MSTA48 STRAP WI SCHEDULE O.C. (At SHEATHING SEAMS) PER FASTENER SCHEDULE O.G. (AT SHEATHING SEAMS) BRACE TO BE * ANY FAS STRAAP RS aEA END (UXO NOTE: SPAN 15'-0" OR SPACE STRAPS AS TOLL MtL. DRIP EDGE DIAGONAL BRACE * MTL. DRIP EDGE GREATER REFER TO M�1 3z' o P - t 2 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRU55 ENG. FOR -160m 'c's -150 MPH 'B': 48' o 2X4 R 2x6 FASCIA � O.C. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS PRE- t 5 ADDITIONAL -140 MPH 'C' 48' o E PER ELEVATIONS BRACE TO BE *ANY SPAN SECURED W/ !3) 12d O•C HORIZONTAL TRUSS TOP OF STUD WALL SECURED W/ (3) 12d SECURE TO 15'-C' OR GREATER REFER TO TRUSS ENG. FOR NAILS SEE FASTENER SECURE TO REINFORCEMENT. soL� PLATE NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET -ASS W/ 0'-0' TO v I/2" CDX OR 7/16' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d X-BRACE SECURE TO WALL PER NAILS FASTENER PATTERN NAILS 30'-I" t0 60'-0" !3) °� FASTENER SCHEDULE 0'-0" TO 30'-0' (I) 1/2' CDX OR '1/16" 055 X-BRACE (I) X-BRACE TOP of ON SHEET D2 X-BRACE SECURE t0 WALL PER p CENTER AND (2) MASONRY WALL OR 1116" ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED SYSTEM (INSTALLED PER X-BRACE CIJ X-BRACE ON SHEET D2 EQUALY FROM CENTER MANUF. SPECS.) s CENTER AND (2) OR 1/16' ZIP SHEATHINGS TO END WEEP SCREED, SEE DETAIL 5, SHEET D3 CONT. 2x4 SPF RAT RUN SECURED W/ BRACE DIVIDED EQUALY FROM CENTER SYSTEM (INSTALLED PER MANUF. SPECS. CONT. 2x4 SPF RAT RUN SECURED W/ 2—STORY cm cK � 2X6 P.T. SECURE W/ (2) 12d's * EACH TRUSS *2 TO END 2X4 W/ 3/8' X 5 LAG (2) 12d's * EACH TRUSS GABLE END 0 (2) 2x4 5.Y.P. DIAGONAL BRACE W/ 932" O.C. MAX. OR (2) 2x4 »2 S•Y.P. DIAGONAL BRACE W/ PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP AT EACH WINDOW KING STUD IN ) IOd ON NAILS 1 t0 ( .148 DIA X 1 1/2' LONG) FILL ALL REMAINU�S STRAP HOLES W/ U8d NAILS INTO WOOD BACKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF GMU BLOCK WALL CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (T) 3/Wb' DIA X 1-1/4' LONG TAPCON MASONRY SCREWS I/2 X9 ANCHOR (3) 12d's ® EACH TRUSS DIAGONAL GABLE SIMPSON META-24 * l3) 12d's 0 EACH TRUSS DIAGONAL CROSS BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRU55E5 32' O.C. MAX. X-BRACING to COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 " I� X—BRACING BRACING W/ 126 NAILS 6" O.C. 5/ GYPSUM BOARD OR 1/2"HIGH „_ ,- DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH g TO FIRST FLOOR MASONRY WALL MAX. STRENGTH GLG, BOARD SCALE: 3/4 -1 0 2X STUD 16 O.G. MAX. STRENGTH GLG. BOARD SCALE: 3/4 - I -0 I () SCALE: NTS UDS 07 Y) LL TH LL owe: IL .G. A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w u� W U W 0 a A h i9'CJHL' m ae LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODBiir 4EBB "1828— CALI" GARAGE 8WMG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Dp 10/06/17 SCALE: 1/4"=l'-0' Ole CIO A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w u� W U W 0 a A h i9'CJHL' m ae LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODBiir 4EBB "1828— CALI" GARAGE 8WMG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Dp 10/06/17 SCALE: 1/4"=l'-0' Ole CIO i9'CJHL' m ae LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODBiir 4EBB "1828— CALI" GARAGE 8WMG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Dp 10/06/17 SCALE: 1/4"=l'-0' Ole CIO *NOTE: NAIL 84=—AtNING TO ALL 2X AS PER EXT. SN ATNING NAILING, 86 4" O.C. MAX g EpGr=S d roll-8" O.C. MAX IN TN41=- 2x RIDGE ONE SIZE LAW,sER SEGLLRE 2xb MIN t0 BLK W/ l2) "X8' A -BOLTS 4' EMBEDMENT MIN THAN RAFTER SITE A W/ 2'X2"kYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ lCs MIN. (4) 10d GUN NAILS DBL, TOP PLATE DBL TOP PLATE 2X4 16" O.C. MAX, 2x4 COLLAR TIE AT EVERY OTHER 2x4 ib' OZ. MAX SECURE 2x4 TO ® @ 0 RAFTER W/ MIN. (3) 12d NAILS OR WOOD W/2-12d o b'-8' O.C. STAGGERED MIN. (4) 10d GUN NAILS a SECURE 2k4 W/ 2-I/4' SECURE 2X4 W/ 2-34' Zx RAFTERS m w Q TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE MIN. Ix8 NAILER SECURE t0 TRUSSES (MIN. SHANK 611E .148 MIN. HEAD SIZE 300 MIN. .145 HEAD SIZE 300 MIN 0 SECURE 2x4 ON 0 BELOW W! C2) 12d NAILS OR EMBEDMENT I Y4 W/N EMBEDMENT I Y4' W/IN 8' END NOt EXCE FLAT TO ELK (3) 10d GUN NAILS a EA TRUSS EA END NOT 18 EXC ST. PLA 18 O.C.MTO AXARCI-EUJAY CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER t0 TRUSS MTS-12 BT. PLATE 2X4 SOLID BLOCKING © A'X8" A -BOLTS 4' EMBEDMENT MIN, W/ 2'X2'Xya WASHER AND NUT © CREATE VOID FOR STRAP PENETRATION SECURE t0 SHEATHING in, =X SPACED EVENLY FROM FLOOR TO 2 BLOCKING In, CDX WITH MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER SE T EATHING EA. END PRIOR TO FILLING, PRE-ENG TRUSSES WITH M Z-126 PER BLK 1-2X6 PT BLOCK a CENTER OF EA Ell° EXTERIOR ARCHWAY ��EXTERIOR ARCHWAY DOOR HEADER WKI)K'XS' J-BOLTS PRE-ENG. TRUSS WITH WINDOW �' SCALE:In"=r-0' 0 4' EMBEDMENT W/ 2"X2'X1fi' WASHER ALTERNATE CONNECTION CONV. FRAMED ROOF 1 AND NUT. MSTA-24 RAFTER TO BLK'G 4 SCALE: In'-I'-0' BETWEEN TRUSSES SCALE: In'•I'-0' 2X4 SECURED TO / 6AB O NG W/(2)I2d O NOTES: CONNECTOR VERIFY WTRUSS 1115 UPLIFT MSIMPSOM HTSM20 ALL ANCHORS SHALL IN ACCORDANCE 2X Cu D TO GI BE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT FRAMING PLAN OUBLE 70P PLATE W/10 10d TO TRUSS AND (4) I/4' x 2 I/4" EA. UPRIGHT GARAGE DOOR STUDS s 16' O.C. TAPCON5 TO CONT POURED POURED LINTEL 3 BUCK ATTACHMENT MAX SIMPSON LSTA-12 • EA JACK " 1900 UPLIFT (2) SIMPSOM HTSM20 HEADER SIZE PER :. SPAN GHARt. ES OF OWN INSTALLED ON OPPOSITE — lid L-30 • GABLE BLOCKING TRUSS 2x4 BLOCKING ® EA RAFTER DOOR D 16' Z. MAX W/ S ATHI ATHING TO BE IN ' WINDOW/ DOOR FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) I/4' x 2 I/4" TAPCONS TO GONT CDX PLYWOOD L-30 EA \ RAFTER H2.5 EA RAFTER 2x4 RAFTER 0 24' O.G. 2x4 FRAMING (TYP) CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG N.TA 2x4 DBL. SP4®32' O.G. MAX 2X4 DE,L. 2X4 TOP PLATE TOP PLATE TOP 4 BOTT TOP PLATE 1/2„ CLG. BOARD PRE-FAB PRE-FAB PRE-FAB TRUSS In' CLG. BOARD TRUSS 1/2 CLG. BOARD TRUSS -FAB In" CLG. BOARD CONT. METAL O TRUSS In' DRYWALL 2X4 WOOD gp TRACKS, TOP 4 STUDS 016' BOTTOM O.C,UAN. In' DRYWALL In" DRYWALL T. 2X4 WOOD S STUDS •Ib" SS CHANNEL SNAPPED ING Or-, UAN, LOCKING 2X4 WOOp -WALL MID -WALL SECURE ST. PLATE STUDS *24' STUDS 24' OaCU BEGUN Bt. In'X9' TO SLAB W/ 10d O.C. LAYER TP PLATE TO BLAB In' DRYWALL 3 T' MASONRY NAIL a w��s P M W/ 10d M� E T 32" O.C. MAX NAIL a 3� A ' TO EACH O MAX (\J 2X4 PT. 61D ®12' OC. SEE FOUNDATION PLATE GONG. SLAB FOR DETAILS CCNC. SLAB CONC. SLAB SEE FOUNDATION d a o G. SLAB FOR DETAILS SP4e32' OZ. MAX 1—STORY 1—STORY I — STORY 1—STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS ((NO UPLIFT) W9SCALE: / UPLIFT) (NON—BRG.) (NON—BRG.) 8 SCALE: In'=1'-0° scALE= In'=I' In"=I' SCALE: 1n'.11n'.r �,'-O` bFENING ° ° d d a a d a PRECAST LINTEL a ° mw�l° anommommi I4 ° a 4 .I � I ° TO SEGUI TO FRAMING, NEED MIN 1 1/2', LESS TAN ° d 1 1/2', WINDOW MUST ° SECURED TO 2x4 LO CURE 2x TO BLOCK W/ (2) a ° ° 9 ° &'x3' TAPCONS OR DRIVE PIN MIN SHANK SIZE .14W 4 ° IN EMBED. I ill) o WITHIN 8' OF EACH END AND 16' O.G. MAX SPACING. ° ,1 CMU WALL ° d 4 4 q _a a 'b a a. d a ° d a °4 4g„ o a a a 1^� ARCH WINDOW FRAME OPENING AND SECURE PER POURED LINTEL ING SCHEDULE ING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS(SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME, USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED I/2"x9' A.M. MIN. T' TAP GONE EMBEDMENMT 8' FROM EACH MIN. Z' COVER TYP. INTERIOR END 4 32' O.C. MAX. 2' APART OPENING WD FR SP4 OR H5 a TOP AND gI-l-)DOOR SCALE: In„=I'-0' BOTTOM PLATES a EA, FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES OF OPENING. 12 RETROFIT LINE OF SLAB N.T$. 05 REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT 4 6/8' THICK 3 COAT BACKER ROD CEMENT PLASTER 8' CMU SEE APPLIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2xb P.T. II.D ATTACHED TO FILL a CELL AS PER PRODUCT SPPROVAL REO, FROM MIAMI-DADE ;•�:• COUNTY WEATHER STRIP MOULDING ALL AROUND (BY GALV. STEEL DOOR MANA) TRACK BRACKETS FASTENED TO WOOD JAMB W/ GALv. STEEL 3/16'xl 1/4' LAG VERTICAL TRAGC`-OVERHEAp DOOR SCREWS ICA 1' MIN. BY OTHERS FASTENED TO SLIDE ROOM W/ 1/�4'-20�XI/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 1 tl SCALE: In"=I'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MT5-12 PRE-ENG TRUSS DOUBLE TOP PLATE PRE-ENG. TRUSS 2x CONTINOUS STRESS DBL, 2X TOP PLATE 6104a32' O.C. MAX BLOCKING MID WALL 7/16' OAS. a 2x STUDS • 16, O.G. MAX, OR 1/16' ZIP 614EA1I4ING vs UAN. SYSTEM (INSTALLED PER -� i' T 4 G SUBFLOOR GLUED MANU 2X BLOCKING • AND SCREWED AS PER TOP OF FASTNER SCHEDULE In' CDX IST FL STUDS TO 2" STUDS 2X STUDS I( O.C. MAX w MSTA-36 • 32' 2X O.C. PLATE X 3/4' FLOOR DECKING MSTA-36 32' O,C, MAX PRE. ENGINEERED OPRE-ENG FLOOR TRUSS FLOOR ER DOUBLE TOP PLATE TRUSS Tx CONtINOUS d:'I'REss BLOCKING MID WALL fD GONTIN S SHEATWING TO WON AT TOP OF BLK 2x STUD5 s Ib' O.G, MAX, W/ 114' GAP FROM BLK TO O$.B, U.O.N. In' GYP. WL. SO, O2 HORIZONTAL 2X SPR STRUCTURAL BLOCKING AT SECURE ST. PLATE TO PERIMETER OF OS-S. t0 PROVIDE CONT. NAIL PATTERN SP4*32' O.G. MAX SLAB W/ Uj'x9" ANCHOR O3 REMAINING AREA TO BE 51-EATHED FROM DBL.. TOP BOLT W/ 2' WASHER SET N PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH _ a EPDXY 1, EMBED. MIN. ®BTA EKED MIN. OF ibib FROM SHEET or WOOD DBELOWO BE • . s • . • SIMPSON SP4 • 32' O.G. MAX ® INSTALL ALL SHEETS L FACE GRAIN PARALLEL TO STUDS -ENG TRU55ES W/ TRUSS NNEGTOR VERIFY W/ ING PLAN UBLE TOP PLATE PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS PPLE STUDS a 16, O.C. PRE-EN(SINr=r=RED PEON LSTA- EA JACK BOT E5 TRUSS NI MTS-12 * I6" G AX W/ H WING TO BE I OF INPOW/ DOOR :N1 ND SECURE PER 2X I SCHEDULE O PLATE STUDS (SEE HEADER CHART FOR DETAILS SPECIFICATION) (SEE HEADER SPAN a O$ OR in 2X4 X4 STUDS 16" O.0 RT FOR DETAILS AND CDX PLY ATTACHED BTM, CFICATION) PER FAS R SCHEDULE PLATE OS B. U lK STUD ASSEMBLY TO BE ON SHEET D2 TS- RED ONE PLY 0 A TIME. OR'I/16' ZIP SHEATHING 12d NAILS, TWO WITHIN 6' SYSTEM (INSTALLED PER TEXT. FINISH EACH END t NO MORE MANUF. SPECS.) 2x4 BLOCKING UNDER 12' OG. STAGGERED WALL STUDS SCURE ETA-16 'OR H5 • TOP AND BETWEEN TRUSS BAYS W/ PRE-ENCxINEERED TOM PLATES • EA FULL (3) 12d's EACH END TRUSS " CMU WALL TH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OPENING. SUDS ®16' O.G. ATHING TO LAP TO OM OF PRE-ENG'D MTS-12 a EVER STUD S5 BELOW- SHEATHING T NOT BREAK 1'-4' MIN. 2X4 ST. PLATE 9 INT. 2—STORY L• B. W. FROM 2ND FLR LINE. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE WALL DETAIL @ENTRY scALE:In' 0' 4 16 scALE:3/4'=1'-0' SCALE: In°=1'-0' &DOOR OPENING WD FRAMED ATTACHMENT �J SCALE: In'=1'-O' 15 SCALE: In'=I'-0' — CONTROL DATE: 07/01/15 I�ME I■ • - r• - CH �••` - �� SE SP : • 'LI�LII _. TPj A R C H I T E C T S GDesiOn rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 B W U W 0 0. U AC F Q svBaly. de LrOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODELi 4EBB "1828— CALI" GARAGE 8WrING: RIGHT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA &.1 ``T ` DATE: 10/06/17 11CALM 1/4"=1'-0" Planning & Development Services Department } Building & Regulations Division .......... _......... ..................................... Product Review Affidavit Building Permit # Owners Name Applicant 5 Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c atjamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons tap and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) J (-41) (+25) i (-50) Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for comers as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.20 73 W6 FL16546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3J4"into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Intenvrap Rhino U10/20 FL17801 gauge 1'/<<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c, in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) Veriform Triple 4 FL17673.1 R-1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, Z 1/2" min. Less than 6 span panel MFG. 24 GAGE FL16293-R1 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL16293-R1 edge distance. 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R1 Sheathing ARCH I T E C T S Des . 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 W h W a U W ti O F 0. U A h F svea=v. ee LOT: CREEKSIDE LOT #136 PR.OJ'MT# 04321.000 MOa�L: 4EBB "1828-CALI" :iARAQ"a' i9'wlN:i: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 10 /06 /17 SCALE: 1 /4"=1"— 0 NOTE: NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING: WRAP F ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLEDPLEASE SEE 4'x4' SELF -ADHERING: MEMBRANE- \ \6 S' � , VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) r 6' . HORIZONTAL LAP5. MANUFACTURERS WRAP MATERIAL) OVER 4" INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. \ \L WITH PO 15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE \` 7 / \ 1' OR LESS PIPE 7 PREFORMED CONTROL JOINT i �— � PLASTER COAT CEMENT � � PENETRATION y. FLASH FLASHING (COMPATIBLE Gs MEMBRANE I ' � i � FLASHING: (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS T / \ SELF -ADHERING: MEMBRANE BE WIRED TIED TO LATH • S" \ WRB LAYER 12, FORTIFIBER FLASHING OVER APPROVED O.C. MAX (VERTJ. NOTE: DO BUILDING: PAPER HOUSE WRAP. EN CONTROL JOINT TO / MIN. LAP 9 METAL LATH \ / WALL EVEN IF STUD EXISTS FLASHING To EXTEND ONTO PIPE NOT FAST BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %" LEG: MAY BE USED TO TEMP, FASTENED 47' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X DURING INSTALLATION wRB LAYER M, �— FLASHIGUT AND OVERLAP ONE SIDE OF / FASTENERS TO BE SPACED STUCCO WRAP METAL LATH DHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF • -I" O.G. MAX VERTICALLY FLASHING: SELF -ADHERING: MEMBRANE WOOD SHEATHING STEP 01 STI=P 02 FLASHING: OR 1/16' ZIP SHEATHING i WRB LAYER �I, �' THICK 3 COAT CEMENT WR5 LAYER "I, ' SYSTEM INSTALLED PER STUCCO WRAP PLASTER STUCCO WRAP 41'MANUF. B G5.) METAL LATH ' 6' MIN PAPER LAP BELOW ONLY / WR$ LAYER 01, FORTIFIBER WRB LAYER "2, FORTIFIBER IURB LAYER 02, FORTIFIBER BUIL lN� — BUILDING PAPER BUILDING: PAPER ( rET LA�HAPER VxV STUCCO WRAP /��FLASHING OVER RING MEMBRANE SELF -ADHERING: MEMBRANE d" TO i" I INSTALL FASTENERS (CLIPS, FLASHING: OVER APPROVED GAP MIN. 6^ ro s° 6• To a' WOOD SHEATHING: STRAPS, STAPLES) AS HOUSE WRAP. LATH SHALL NOT BE CONTINUOUS MIN. MIN. THROUGH CONTROL SYM UF. SPECS.) STEM (INSTALLED PER 1/16' ZIP IING REQUIRED 70 SECURE FLASHING TO EXTEND ONTO PIPE \ � PIPE/ WIRE TO FRAMING: JOINTS BUT SHALL FLASHING SELF-AER APPs MEMBRANE BE STOPPED AND re> u . , r� , , , ,eat FLASHING: OVER APPROVED I-IOUSE TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I' MIN LATH FLASHING TOWRAP. EXTEND ONTO pipe PER ASTM CI063 PLACED FLAT MAX 6' TO V LAALL LAfP OVER i.l0.1.4 FROM CONTROL JOINT WHEN NOTE- \ / CONTROL JOINT FALLS ON STRUCTURAL LAP �' CONT. BEAD OF SEALANT 7 L FASTENERS FOR LATH TO BE NAILS OR i / STRUCTURAL STUD SCALE: I INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE LIES TO BE IS) 0fWIRE / 1 ASTOMERIC COATING: OVER STUCCO/ SHEATHING 3. BLOCKING SHOWN M MAY BE IN IN ADDITI \ TO WALL STUDS REQUIRED PER PLAN I G.V. FINISH (SEE TYP WALL 5EGTION) VERTICAL LATH & PAPER DETAIL V / WOOD STUDS V „t SECTION PER FBC R703.6.1 Exterior lathing and plaste_rinn NOTE: SHEATHING: Exteror use of portland cement plaster SIDE LAPS OF METAL OR 't/I6' ZIP SHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A, BE SECURED TO BUILDING: NOTE: FRAMING: MEMBERS. PAPER 6 Apv. IF ZIP 51 EAT!-NNG SYSTEM IS Installation of exterior lathing and framing M TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLED, PLEASE SEE shell comply with ASTM[ 106312A. BETWEEN SUPPORTS WITH 0.0415-IN (1.2I-MM) STUCCO " s" LAP LATH MANUFACTURER5 wIRE At INTERVALS NOT 3" LAP -PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM) q AS PER ASTM C1063 OI. FOLD NWAI® • PT. A O I. FOLD NWARD • PT. A I.S.I. FOB 2-GREASE . pT.6 NOTE: � f )KICKOUT N ��10 N � � f � FOR REPAIR OF TEARS ® ® � IN tune LAYERS, TEARS HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL W/ WRAP TAPE PERR MA MANUF. SPEC. OR FOLD PEEL 4 STICK • q8• ® -I/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUI=. SPECS.) OR O L FOLD INWARD WOOD SHEATHING . O ? cREneE • FOLD $ 4 Pr. A' , WRB LAYERI, Pt. A s. GREASE • Pt. O 9. aeEASE • Pr. G STUCCO WRAP 3. CREASE. PT. G e ,` 4. FOLD Pr. C OVER Pr. B TILL PT. C TOUC4E6 OM" THICK, 3 COAT CEMENT PLASTER TO �I LEGEND *zYUATmw ;r- METAL LATH ® ® LAP WRB 4 TAPE OVER {�,� I N�� I=L �tN C WR5 'ten° ROOF/WALL SCREEDNOTE: r� I:' L,4�' #1, 5TUCCO UJr'') IF ZIP SHEATHING SYSTEM IS Z 5"X5" "L" TYPE CONTINUOUS INSTALLED, PLEASE SEE GALV. METAL FLA5HING 1�R8 L ANrE R *2 (�OR`� IF 1 BE R - - - - - - MANUFACTURERS z 5U I L D INCH f=Af=E R) INSTALLATION PROCEDURES P THICK 3 GOAT CEMENT [NAIL TO R001 DECK, NOT PLASTER WALL SHEATHING) eu�LDING PAYER APEFORR � lR GAP SHINGLE - DO NOT NAIL, 1`'IETAL LAT�4 X X X X - - WRB LAYER 01, /� INSTALL WITH ROOD CEMENT STUGpCpO�WQR�AP f .jNG-CEO t 1P ADOVF� P� \ e.h a �../ 1rt 1./ l✓ O � - " ROOF CEMENT ,. 711 SHINGLE ROOFING: L000D eHEA HING OR 1/I(0II ZIP SHEATHING SYSTEM (INSTALLED PER MANUI=. SPECS.) NOTE: SELF-ADHEeIV FLASHING — — — — — — IF ZIP SHEATHING SYSTEM IS NOTE - INSTALLED, PLEASE SEE MANUFACTURERS METAL LATH. LATH TO 5E f=ER I=5C FELT UNDERLAYMENT WATERTIGHT SEAL !BEND OR \ INSTALLATION PROCEDURES .. i��• /^ %� �,YL ' 4 KOM NSTALL MCKOUT SOLDER DO NOT CUTJ I O3.K/ .1 / A5STl C — Q, V'T1 — O9, t-1 1 M. 2.�; L 55. 814NGLE ROOFING j FLABHNG AT BOTTOM OF ROOF 4 DRIP rl�+ 3' �7/ WALLNTERSECTIONB PER SQ. YrARD CUTILIT� OR NOMINAL OVERLAP EMEND in, BELOW ,- SHEATHING, MECHANICALLY FASCIA URA- LATH D O S NOT 1 I E T S F E C F I C f k I ION S FASTEN 4' O.G. MAX ]L F ]LAS I -I I N N.T.S. A R C H IT 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 U W 0 0. V W Q h A SVHDrv. at LOT: CREEKSIDE LOT #136 PLiOdECT# 04321.000 MODEL: 4EBB 2'1828-CALI" GARAGE 811INGi': RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 10 /06 /17 SCALE: 1 /4"=l'— NOTE' INSTALL 6' SELF -ADHERING IF ZIP SHEATHING SYSTEM 15 MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE top, SIDE(S) AND BOTTOM MANUFACTURERS FLANGES OF NON -MOVABLE 1=1N151-I INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES -1/16" ZIP SHEATHING SYSTEM 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR I. BOTTOM. 2. SIDES. 3. TOP ''? X: VENT GAP IS TO BE SET IN BEp SELF WOOD SHEATHING I ;; WOOD SHEATHING OF SEALANT AT TOP AND FLASHINGz WRB LAYER "I, X SIDES ONLY. SEALANT IS TO BE WRB LAYER 01, k STUCCO WRAP TOOLED SO AS TO DEFLECT UNIT STUCCO WRAP LAYER "2, FORtIFIBER WATER AWAY FROM JOINTS. E-Z BEAD UND PREMANUF. DRYER BUILDING PAPER x WRB LA IBER I METAL LATH VENT -AP SE NT ALL VENT CAP (SET IN Jotrtr TE CTIONS, CONT. SEALANT)TUR P ID AT PERIMETER OF GOONSTtiUGTION NNI P a W0 c) BUIL I f�FINISH + WooD BACKER ROD 5 N- V E FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL L IDES.4" CAULKING IV JOINT SEALANT s ' MEMBER + 7' O.G. MAX AL AROUND TOP SIDES 8' CMU K, 3 GOAT CEMENT �. IY PLASTER Ye' TO AN MID -WALL 4—PER FEIC R703.6.1 WEEP SCREED Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster DRYER VENT BLOCK ��8" TO Ya" n -WALL sh all comply with the application BLOC K P Y PP [/�) ` ' requirements of ASTM C 926-12A. WEEP SCREED X 6" WIDE STRIP SELF XInstallation of exterior lathing and framing MASONRY BEFORE ,4PPEY NCS ' ; AN shall comply with ASTM C 1063-12A. WRB LAYER M, �; PY 6" SELF-ADHESIVE :TExruRED STUCCO WRAP 'I X" FLASHING HOOPED VENT BUILDING PAPER FINISµ +MASONRY X: OVER 'QUICK WOOD FRAMED P"LAgtE 3 C.OATCEMENT FLASH" I— — — —1 WALL 7� HORIZONTAL WEEP SCREED x (FRAME TO BLOCK) METAL LATH _ HORIZONTAL WEEP SCREED PE WRB LAYER 02, FORTIFIBER a IAPLLtHRouGH FRAME TO FRAME NOTE: BUILDINGS PAPER IF ZIP SHEATHING SYSTEM IS (? WOOD SHEATHINGNOTE' INSTALLED, PLEASE SEE fP ZIP SHEATHINGS SYSTEM 15 INSTALLED, DRYER VENT (FRAME %''%' :' PLEASE SEE MANUFACTURERS MANUFACTURERS 6" SELF ADHESIVE �� INSTALLATION PROCEDURES INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) I, OR VI6' ZIP SPEATPIWs SYSTEM !INSTALLED PER MANLFA0.P. SPECS.) $UILDING PAPER WOOD SHEATHING UNDER "QUICK FLASH" WRB LAYER 01, NOTE: WRB LAYER 01, STUCCO WRAP IF ZIP SHEATHING SYSTEM 15 CUT OPENING IN STUCCO WRAP Wt5 LAYER 02, FORTIFIt3ER INSTALLED, PLEASE SEE APPROVED HOUSEWRAP FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES CONSTUCTION CUT "X" INTO \ VENT PENETRATION WR3 LAYER 01, s SELF -ADHERING fix METAL H \ A STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. a' cMu v L ASI B C)APPLY SELF -ADHERING 6 IS AND MEMBRANE FLASHING 1 WOOD 5HEATHING OVER BOX AND OVER sc.WALL APPROVED WRB LAYER "I eT F #1 &TES '*2 W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED — Z FLASHING HOUSEWRAP WRB LAYER Ml, BELOW STUCCO WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD STONE OVER SCRA�GH GOAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE 1 GRADE "D" FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATC{ 4 COAT APPLY t0 FACE SELF -ADHERING EDGE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (I) LAYER OF PAINT APROVED W STONE VENEER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER FRAME TO BLOCK - WRE3 LAYER "2, FORTIRBER (� � CAVITY TO BE FILLED Bu1LDING PAPER �-�� WITH RIGID POLYMERIC LEGE N I50CYANOTE-POLYBLEND FOAM Jl C GREAT STUFF" OR SIMILAR) CI ACt/'1MCbl/` DRAINAGE PLANE (WRB APPLY A SILICON SASE SEALANT AT POINT LATER #I, STUCCO WRAF) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD UJRB LATER *l!2 (FORTH=IBER - - - - - - BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT OVER 60 MIN GRADE D FEOVIpE SEAALANLAN T AT ALL METAL LATH X—X—X—X 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO JOINT$ AND INTERSECTIONS 5TU000 = • ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH GOAT LARGER TI4AN THE ELEC. .O. 0 .0.0.0 0 .0 0. o. o O 0. O. .o .o o. o+ •o .0 0. o. .o .0 O. o .o•o.a o .o.o.o.o WOOD SHEATHING PZZZ!Z //// METER CAN OR METER CAN OR 1116" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND SELF- ADHESIVE FLASHINCx — — — — DISCONNECT 5T E f= � eTEF 11 NOTE: METAL LATH: LATH TO BE PER rSG Q ELECTRICAL CONDUIT +� ELECTRICAL RECEPTACLE R103.6.1 / ASTM C-B41-0°, MIN. 2.5 LBS. U PENETRATION PER 6a. WARD (UTILITY' GR NOMINAL LATH DOES NOT MEET 5P=G1-ICATIONS) ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h U W 0 E, �0. U W q F A h sumEIV. le LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARA03C 8WMGF: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE; 10/06/17 SCALE: 1/4"=1'-0" L A! EXT. WOOD FRAMED WOOD SHEATHING WALL COLUMN SHEATHING WRB LAYER "I, ..WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING / BARRIER +q WOOD WRB LAYER "2, FORTIFIBER 3" X 3' 26 GA. GALV. % WEATHER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS FINISH LAYER (2 LAYER METAL DRIP EDGE / BARRIER *2 PEEL a StICKJ SEt IN FULL BED OF _ 3/4' HAT CHANNEL $" THICK, 3 COAL EMENT WEATHER RESISTIVE ^�� SEALANT,)j" MIN. 6° SAF. PLASTER BARRIER "I 6" PEEL a W/5/e° TYPE 'x' DRYWALL STICK DRIP SPACE FROM DRIP / FEEL x3a STICK ASKING 6" SAP. P P SCREED WEATHER RESISTIVE FACE TO TREX TO S t ING H WEEP SCREED BARRIER "2 GE TO I FULLY EMBEDDED OSI IN J' THICK, 3 COAT CEMENT—�,, v RIES E WOOD SHEATHING S PLASTER - .......-- i IN ROOF CEMENT " I Yi X 3 26 GA. GALV. METAL LATH / / / I Y4" GAP FOR BACKER METAL DRIP EDGE WRB LAYER •1, �`� \ I I ROD e SEALANT SET IN FULL BED Or - STUCCO WRAP ` WOOD SHEATHING I X"XI Y4" P.T. OR SIMULATED " tl 11GK 3 GOAT CEMENT ` \�\ WOOD (TREX) FILLER, VINYL CASING BEAD Y4' GAP FOR BACKER SPACE FROP! DRIP ROD a SEALANTSEALANT,14" MIN. PLASTER _ GONtINU0U5 6" SELF t ` FADE TO tREX WEATHER RESISTIVE AM66-UPWG--TW CUSTO SING A 1\` ` FLASHING WRAPPED WATER PROOFING let \ WE R SIStIVE VINYL CASING BEAD BARRIER I LAYER (2 LAYER PEEL a\\� R \ RIE R m TOP OF WEEP SCREED EX ERIOR GRADE :I I X W RESISTIVE TO 51�EAtl-41NG BELOW DRY WALL SLICK) WRAPPED FROM j� AtHE SISTIVE WATER PROOFING Iet rJ02 BALCONY DECK TO WRB LAYER 0I," THICK, 3 COAT CEMENT CANTILEVER a R f a ST GK) 2 LAYER PEEL -AW MR %�� Xt I SHEATHING 4 COLUMN %�: " STUCCO WRAP 4" POSITIVE DRAIN PLASTER E MEMBRANE, WEEP SCREED 6" PEEL a STICK � ' 6' S.AP- VINYL CORNER BEAD DRIP EDGE TO DECK END OVER DRIP PEEL a $TIC —�— WRB LAYER +'2, FORTlFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR BUILDING PAPER EDGE I Nz"x3' "L" FLASHING (SHOWN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN 3' X 3° 26 GA. GALV. SUB FLOOR r SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE -- ----- -' ----- ------------- --- L ROOF CEMENT ` 6" SELF-ADHEREING i SET IN FULL BED ' ; WRB LAYER "I, i FLASHING WRAPPED I )¢ XI �4 t. R SI ACED I SEALANT, x- MIN. METAL DRIP EDGELV. STUCCO WRAP ` -b i ® CORNER OF CANTILEVER WO ( REX) ILL R, .. T. •.•• SET IN FULL BED OF SPACE FROM DRIP "XI t. OR SIMULATED 9 _ 4' POSITIVE DRAIN N 1.( $ FACE t0 TRi=X ALNICO AM66-UJFUIC- 180 \ 1 • WEEP SCREED VINYL CASING BEAD OD tREX) FILLER, I gPACE ROM DRIP CUSTOM CASING BEAD �` 2 FOR BACKER NTINUOUS p a SEALANT WATER PROOFING let /FACE t0 TREX FI SH LAYER (2 LAYER LAYER (2 LAYER PEEL a Ya" GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD. PEEL a SLICK) &TICK) WRAPPED FROM WATER PROOFING let MODIFIED 90 3/4 RESILIENT BALCONY DECK t0 ' : LAYER (2 LAYER PEEL a NO GAP IN FIELD STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE:1 O HAT CHANNEL CANTILEVER 3/4 RESILIENT SEPARATE ACCESSORIES ONLY) jr-ZIP SHEATI-LING SYSTEM IS �'I D G �{ VINYL CASING BEAD PLASTER THICK, 3 COAT CEMENT HAT CHANNEL i B�C��DREGK TO CASING BEAD INSTAL -LED, PLEASE SEE METALAtli VINYL CASING BEAD ;,; MANUFACTURERS WOOD SHEATHING I PLASTER 3 COAT CEMENT DTL, C& CANT. r ®-y 5/T TYPE x DRYWALL WEATHER RESISTIVE , 10 A - INSTAI.LAtION PROGEDURI=S JIILJ Q�._.I�I IIII� �L W/TEXTURED a PAINTED BARRIER �I 15/B" TYPE "X" DRYWALL METAL LATH SCALE: 1 1/2 -I -0 FINISH WEATHER RESISTIVE FINISH URED a PAINTED " THICK, 3 COAT CEMENT BARRIER "2 FINISH WOOD SHEATHING PLASTER 4" POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN �(OT�. DRAIN)4GE FLANS (WR5 VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED I NO GAP IN FIELD LAVER #I, STUCCO LURAF) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1-IETAL LATl4; LAT�4 TO 8� FER 1=8G (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R'103.6.1 / 4,5T1`ol G - B4l = 09/ MIN. 2 -F:;) L 55. WRB LATER #2 (FORT IF I BE R — - - - — SEPARATE ACCESSORIES ONLY) FER ea. YARD (UTILITY OR N2711NAL BUILDING FAFER) BALCONY DRIP BALCONY DRIP LAT1--I� DOSS NOT 1"I'T SFGffGATIONS) 1~i�T,®,L L,�T�I x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION C� COLUMN (W/" L" FLASHING) SCALE: NTS NOTE: WOOD CTION IF ZIP SHEAt ING SY E Is STUCCO Q a WOOD SHEATHINGS NOTE: (INSTALLED MRMANU'UK SYSTEM IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE E INSTALLED, PLEASE SEE INSTALLATION PROCE RES MAXUFACTURSR6t 1 R IstIVE WOOD 5HE,4Td4ING 2x FRAMING MEMBER WRB LAYER 01, MANUFACTURERS STUCCO WRAP INSTALLATION PROCEDURES PA RESILIENT HER RESISTIVE 8" THICK, 3 COAT CEMENT _' WOOD SHEATHING PAT CHANNEL BARRIER "2 VINYL CASING BEAD SELF=.4D SIVE FLASHING— — — — PLASTER wRB LAYER �, FORtIFIB�R � _ j" THICK, 3 COAT CEMENT BUILDINGS PAPER /41 PLASTER /� CORNER BEAD ,� , I ; WRB LAYER 01, 5/8" TYPE 'x" ALL META LATH FASTENED TO SHEATHING METAL LATH t I STUCCO WRAP W/TEXtU PAI FINI oWRO7OnFD. z�SHterEn -T" O.C- MAX. A1uMINC_x�a x THICK, 3 COAT CEMENT , WRB LAYER °"1, FORTIFIBER 2) 2x FADER PLASTER x HI At CEMENT , BUILDING PAPER 1 WRB LAYER #1, ro"SELF-ADHERING 4= - ' VINYL CORNER BEAD 4' PosltivE DRAIN MSTUCCO WRAP FLASHING: METAL LATH 4U�EP SCREED T�41c:<, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATHING 'I �'. (EXPLODED i 'VIEw FOR PLASTER (SHOWCLARITY) FOR CLARIFICATION OF 'I .'; � ` SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP >rh .• DRIP EDGE 11D INSTALLATION WRB LAYER 02,1=ORTIEIBER ~~` BUILDING PAPER WINDOW FLANGE IF ZIP NOTE: HIN s S EM IS WOOD GONStRUGfTON �p �p /� WR5 L YWRAP ER 01, INSTALLED, PLEA s E /� % CORNER BEAD � F��1ME � MANUFACTU RS `Ir tl 2 1 /2 " 3ARRIERRRESISTIVE WRB LAYER "2, FORTIFIBER 4' , INSTALLATIONPRO E URES CORNER BEAD WEATHER RESISTIVE (FASTENER 4 SPACING a -1" O.C.) 13UILDINCS PAPER+ ko BARRIER 02 METAL LATH ; 1 VINYL CASING BEAD J i THICK, 3 GOAT CEMENT ` 1 PLASTER THICK, 3 COAT CEMENT 5/8' TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED a PAINTED FINISH ir t 'A��'�r&p�EWu A' SYSTEM 6"5ELF-ADHERINGs I TAD='R1L3EIar. SPECS.) THICK, 3 GOAT CEMENT :," � GMU FLASHING PLASTER L VIy"L CORP. 4' 5/8" THIC<, 3 COAT CEMENT SITIV= DRAIN PLASTER APPLIED DRIP CAP VINYCORNER BEAD �Q w�E= SCREED DIRECTLY TO MASONRY VINYL CASING BEAD 10 GAP ^ i FI_LD WINDOW FLANGE GHOWN FOR CLARIFICATION OF BLOCK - pp ��j'j' c BEAD .°EPARAT= ACCESSORIES ONLY) CORNER BEAD JL� LO C JCl CASING BEAD Q WINDOW 11 E RIP EDGE IN�TALLATIO N (FRAME, NO ]BAND A R C H I Design YOU Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J W rh U W 0 F w A F 11tMDM Ae LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 monznu 4EBB "1828-CALI" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATA: 10/06/17 SCAUM 1/4°'=1'-0" 8*1EET WA3 Ale C'a�� NOTE: IF ZIP SI•-4EAtl-IINCz SYSTEM IS ,.------------------------------------------------------------- WOOD SHEATHING INSTALLED, PLEASE SSE eaP SN BEAD �TI4IGKR3 COAT CEMENT - 8 ---- `\ THICK, 3 GOAT CEMENT MANUFACTURERS To TRIMtAL At+� � � I INSTALLATION PROCEDURES 1X TRIM MEMBER SEALANT PLASTER WRB LAYER 01, > 61 STUCCO TO METAL LATH �\\ STUCCO WRAP> SIDINGS TRANSITION LAYER "2, FORTIFIBER WOOD SHEATHING: i UILDING PAPER / WRB LAYER #2, FORTIFIBER - - SIDING: WOOD SHEATHING I m 5UILDINGs PAPER 1 -I xi �. WRB LAYER 01, STUCCO WRAP WINDOW FRAME METAL LATH -/77 WRB LAYER 02, FORTIF15ER BUILDING: PAPER WRi3 LAYER #I, THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER sTc w srucco WRAP PLASTER BUILDING: PAPER (W/3/e" 1=LEX BLE PYGSB GKER ROD) 4,"SELF-ADHERING: K _- \ CASINGS BEAD ......... .............,... METAL LATH .. FLASHING i 6" SELF-ADI-4ERE(NCs VINYL ANGLED 1 --,,(EXPLODED S K, COAT CEMENT FLASHING: OR PEEL E STICK j CASING: BEAD VIEW FOR S SIDING �' O STUCCO WRB LAYER *11, STUCCO WRAP 1 CLARITY) WRAPPED AROUND FRAMING: CASING BEAD MEMBER p / DRIP CAP �\ JIIL U (CROSS SECTION) 6" SELF ADHESIVE FLASHING WINDOW FLANGE LAYER #I, "'`� I WOOD SHEATHING: t GGO WRAP /f j Pi '� 2X RRAMINCs vI ANC: ED WOOD CONSTRUCTION MEMBER DETAIL BELOW EXPLODED BEYOND �\ CASINGS BEfi� , wooD SHEATHING FOR CLARITY , WEATHER RESISTIVE WRB LAYER #2, FORNFOER , BARRIER 41 I — / I------------------------------------------------------------ --------------------- SUILDINCs PAPER . WEATHER RESISTIVE 9 --- - ---- j 5A, RRIER 02 METAL �ATI-I J� uli6yvEaALP SIDING / / j DHERING------------------------------------------------------------------------------ FLASHING" tl-IIGK, 3 GOAT CEMENT . �'� ' 6' SELF -ADHERING / q ----------- y " THICK, 3 GOAT CEMENT w t WEATHER RESISTIVE i 4 Af TYF I PLASTER — PLASTER ' / WEALTHIER RESISTIVE %� e4 0 UJ NPOUJ® METAL LAtI-4 \\� ' ! STARTER STRIP— SEALANT ro"SELF-ADHERING: `\ 10 1 ' \ BARRIER 02 FLASHING DO NOT CAULK oR I I �� " SELF -ADHERING , SEAL OPENIN j / FLASHING 1 _ I DRIP CAP Z1 FL ALv1 I AL ' F�ASHIINGtAL i LA ER "2, FORTIFIBER DO NOT CAULK OR i UIL C: PAPER I a MULATED i ` SEAL OPENING WINDOW FRAME WINDOW FLANGE wo t MEMBER ; OOD SHEATHING: S I I I CASING- BEAD CP WINDOW BEAD � /� l y' x 6' SIMULATED �44--�-- I W�oCJD TRIM MEMBER (FRAME, W/BAND) " r `` SEAL ASAP W/CAULKING .:..:. -�.-1.=�+ !C- J� / OR APPROVED SEALANT j \ STUCCO CASING j BEAD SIDING TO STUCCO WRB LAYER 01, STUCCO WRAP NOTE- (9) BLOCK TO FRAME WOOD SHEATHING IF ZIP SHEATI-41NCs SYSTEM IS TRANSITION INSTALLED, PLEASE SEE 19 6" WIDE PEEL E STICK MANUFACTURERS OVER FLANG E1 INSTALLATION PROCEDURES WINDOW FLANGE 1 METAL LATH NOTE: I E-Z BEAD VINYL CASING: METAL LATH: LATH TO BE PER 1=IBC I 2X FRAMING(W/%` FLEXIBLE PVC SACKER ROD) I R-703.6.1 / ASTI" I C-847-O9 MIN. 2.a LBS. I WRB LAYER PER SO. YARD (UTILITY OR NOMINAL MEMBER Stucco WRAP APPLY FULL BED OF SEALANT BETWEEN UJOOD SI��TI� f NCB LATH DOES NOT MEET SPEGIFIGATIONS) BUILDING: �FLANGzE 4 BUILDING: WRAP WRB LAYER *2, FORTH=15ER WRAP BUILDINC; PAPER WOOD CONSTRUCTION -'-� - ''I ------------------------------------------------------------------------------------------------ WR5 LA�R #I BEYOND _ FLASHINGs HERING " THICK, 3 COAT CEMENT STUCCO WRAF WEA�ERERESISTIVE---_',A/ PLASTER BARRIER "IWE RESISTIVE BARRIER #I TO LAP A CASING BARRIERWEATHER SISTIVE / / / I \ 6' ABOVE TOPEZ WINDOW fR /� } }� p Z ASHING /J IaURP J= /�IR L�O�IIl-�I� UJIbREv ALP5IDINCx /// i li , L//��1 BU f LD INCH fi��4PR / ur IERSISTIYE t6 6 SELF -ADHERING 1 v VINYL ANCzLED FLASHING z �\ BAAT ERRRIrmR�SISTIVE CASING BEAD ' I IETAL LATE B YL CASINGEAD STARTER STRIP ' D9 NOT CAULK OR I 2AFLASHING L VIN COAT /� sKei OPENING* DO NOT CAULK OR II TI4I CK, 3 COAT CEI - IENT \ ` SEAL OPENING (EXPLODED 8 GALV'D METAL WEATHER RESISTIVE VIEW FOR PLASTER 'Z' FLASHING BARRIER 01 TO LAP L II i G II i N ij CLARITY) I y' X 6' SIMULATED — 6" MIN. ABOVE TOP WCSOD TRIM MEMBER OF Z FLASHING SIMULATED DRAINAG r= PLANE (WRB I (W/�/s' FLEXIBLE \ i uioD TRIM MEMBER LAYER #1, STUCCO WRAP) BACKER ROD) � / � ' SELF -ADHERING FFL'IIF�TADHERING \ I I I FLASHING AP W/CAULKING WRB LAYER "2 (1=0RT11=1BER CEMENT PLASTETR \1� OR ASEALPPROVED SEALANT BUILDING PAPER) ...... — WEATHER RESISTIVE WEATHER RESISTIVE BARRIER M BARRIER W METAL LATH x—x—x—x CASI K �.�1r BEAD (2:5) RAISED WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BACKER ROD) STUCCO BAND (FRAME) SIDING TO STUCCO WEATPr=RR.ESISTIVE 1 7 A BARRIER "Z SCALE: 11/2' =1' -0' ® FRAME TO FRAME WOOD SHEATH1NCx OR t/16 ZIP SHEATHING SYSTEM TRANSITION (INSTALLED PER MANUF. SPECS.) 19 SELF-ADHESIVE FLASHING: — — — — Design YOU Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J w h w U w 0 F w q ti A S'tmDiv. ae LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODEra 4EBB "1828-CALI" GARAGE alw1NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Lt1 10 /06 /17 1 DCALE: 1/4'"=1'-0" 1 f-)�,.:�) 49 WA4 CUT HOUSEM AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF L OPENING APPROVED µOUSEWRAP OVER SHEATHNG OVER WD STUD WALL STEP I INSTALL b'— SELF-ADHERNG FLASHING OVER NAILING FLANGE JAMBS EXTEND FLASHING MIN 1' BELOW SILL FLEXIBLE FLASHNG DO NOT SEAL BOTTOM FIN STEP TEMPORARILY FOLD -UP t SEC HOUSEWRAP(0 TUCK FLAP UND at µFAD FOLD HOUSEWF IN AT JAM56 A SLOPE SILL Ri INSTALL I SELF -AD FLASµ1NG vINYL HE FLASHINC DAMS) N, FLANGE EXTEND SELF -AD FLASHNG BEYOND FLASHING INSTALL CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAF'LES) INSTALL DUPONT FLEX)RAP AS TI- FLASHING AT THE DLD OWN IAGC CRO INDO APPLY Ay' NOM. :ONTINUOUS BE, )F SEALANT AT iAMSS AND HEM 1PPLY TO BAG JINDOW NAILING LANCE IN LINE 'IRE -PUNCHED IDLES OR SLO1 H A WINDOW FLASHIING INSTALLATION DETAILS E2) (FULL W]E, AP ) SGALE: NT5 NOTE IF LF 5�4ATE IN 5`r5T �'I 15 IN5TALLEDI (LEASE 5 INSTALLATION FDfROCEDUfRE5 - It) THt= GONTAGTOR5 Fir=5PON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING 40USEWRAP,SEALANTS 4SELF-ADHERING =LASHING MATERIALS USED DURING CONSTFOXTIO NSTALL ALL MATERIALS PER MANUFACTURERS JR1117EN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY IF NOI N AND SEAL JAMS TO SILL JOINTS WITH 1199 FOLLOWING COMPLETION OF RIOR RETROFIT WORK REPAIR 60-EME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT T 4("�yDesi G0 �II!. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U W O U y W A E A (; ti MGM & LOT: CREEKSIDE LOT #136 PROJECT# 04321.000 MODEZA 4EBB "1828—CALI" GARAGE ?'RING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C DATE: 10/06/17 SCALE: 1/4 f?=1' - 0" SHEET F;Ie r olpy 2x6 SUB-BANb W/1 "x4" NOTCH -6 END, WRAPPED IN PEEL E STICK DRIP EDGE -1/6" TEXTURED FINISH im WOOD V TEXTURED FINISH 6 CMU METAL FASCIA \ WRAP Yell FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \i NOT NOTCH FOR 2X6 \\ SUB BAND ONLY \ DELEV,�tioN 74N 74 1/0" TEXTURED FINISH a WOOD METAL LATH METAL FASCIA WRAP I WOOD SHEATHING 41NG WRB LAYER MI, STUCCO WRAP AlfWRB LAYER "2, FORTIFIBER BUILDING PAPER 2X6 SUB BAND ROOFING CEMENT DRIP EDGE 4 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 3-COAT PLASTER �T 2x6 SUB -BAND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL METAL KICK OUT NOTE: IF .SIP SHEATI LING SYSTEM IS INSTALLED, PLEASE SEE 1 IANUFACTURER5 INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 11x4"x4' -OII SCABBED TO TRUSS W1126 NAILS 6"-S" O.C. MAX. 2x SUB -BAND W/LI6`x4" NOTCH im END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C6) WALL SUB BAND DETAIL @ WALL W/KICK- OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAHx4` NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL PLASHING, WRAPPED MIN. Y411 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2JIx4'I NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E C Design rou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U w 0 F 0. w A F A F 19uDwv. & LOT: CREEKSIDE LOT #136 PIROJECT# 04321.000 a[ODEL: 4EBB "1828—CALI" GARAGE 8 1MG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA rr,... a DATE: 10 /06 /17 SCALE: 1/4"=1'-0" kyle CO wy