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Home My WebLink AboutCONSTRUCTION PLAN2 A R C 4, 1 T E C TS • 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, 1441 NORTH RONALD LONGWOOD, FLORIDA Tel: (407) 774-6078 Fax: (407) 774-4078 INC. REAGAN BLVD. 32750 PLAN REVIEW 1 DATE I CHECKED BY; -OCCUPANCY • CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I —STORY RESIDENCE • 2—STORY RESIDENCE 828 � . M 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 S01T. CALC.'S LIVING 19I6 SQ. FT. GARAGE 430 SQ_ FT_ ENTRY 16 SQ_ FT. LANAI 80 SQ. 1=t. TOTAL 2442 Sa 1=T_ A/C VOLUME16604.1 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P•B, PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE ?LT. PLATE D. DRYER PLYWD, PLYWOOD DBE. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP, DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.N. DISHWASHER S.H. SINGLE HUNG EA. EACH SH7. SHEET ELEV.A. Ey-'VATION SHTHG. SHEATHING EQ. EQUAL sHAR. SHOWER EXH. EXHAUST SIM. SaELAR ENT. EXTERIOR SL. S132iG F.G./FX . FMD GLASS SL. GL. SL=iG GLASS F.G. FUEL GAS STA STANDARD FIN. FINISH SWs SHEAR HALL 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 M- - TYPICAL INTERRUPTER U.4,0, UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOAFcL V.P. VAPOR PROOF H.B. HOSE BIB 1• WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER 11). WOOD HGT. OR HT HEIGHT UT. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR T.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3C—ELEVATIONS PG 4C—FRAMING PLAN PG 4.2—CONNECTOR SCHEDULE SCANNEC BY ST LUCIE COUNTY ' 3 DEC 1 3 201? Ft=tipilji i i <_*V St. Lucie county, EL PG 5—ELECTRICAL PLAN TERMITE TREATMENT F,_') ICED PG 6—HVAC PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES PG D3-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS SCANNED 13Y ST LUCIE COUtIff' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD All. MANUFACTURES LA13LES SHOVONG U FACTORS AND SHGC COMPLIANCE Wrry FBC ENERGY CODE MUST RENIAiN 0I4 At_ T {IONS ARE APPROLVWS UNTIL INSPEC THESE PLANS AND ALL. PRCPOSFD WORK ARE SUBJECT TO ANY CORRECTIONS REOUIM SY FIE !.,0 4;+�EFEs� I ORS THAT MAY NE NECSRRE,+AY EE''1 To COMNLi WITh ALL APYWCABLE; uvGcS. ST. L17CTF rf k?IVU r`l!_ kYED FOR Tc7 1V ^'v PEk'1IT Nit'S`I?3C v;� i! O INSPECTION WILL E lv .11�f, DE. 0:Njog' 1 # i;°{ .� �, .*art •_ 4 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 W W �o W o g W A h A QLL AA. ,. t a Dar CREEKSIDE LOT #100 04321.000 ARCHITECT: STATE OF FLORIDA xA Tom: 10/06/17 CALM 1 /4" =1' — O P c¶ File COPY GENERAL NOTES 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 (PS) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 111. 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 II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KID) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 I I F. WHERE BUILDING LOCATIONS ARE DETERWNED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL 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 CAR 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.& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/ 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 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- TH ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERIC N WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBERS ALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb= 1,100PSI Fv= 175PS1 E= 1,400,000PSI 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 FBC 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MIN MUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF RAMING 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 P RPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS G EATER THAN 16" ON CENTERAT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. l 1. 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 SH LL 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 SEAL D 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 C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 16. 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 A5 .1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. THE ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO LI360. 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 AL 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 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LAT ST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHAL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH '/" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE:A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLE NOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - Wl A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVER NGS 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 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" R CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT; TIES STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C 1063-12a. 3. LATH & ACCESORIES PERAST-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION I ETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETA LS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EE GE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DE AILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING IETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOAR UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 R. A R C H I T E C T S %Ai W IIA fJ Inc. pr 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrow p.com AA #: 0003325 J CREEKSIDE LOT #106 pa0izmw 04321.000 mOtyma 4EBB "1828- CALI" ate$ sue: RIGHT PAOM GENERAL NOTES 160 MPH EXP. C AFK>iMECT: STATE OF FL.OMA 12147 flA'1" 10/06/17 S'CAZJ: 1/4"= V- 0" File Copy ARCHITECTS o w LL D 1 1 C D 1 ' 0_ SLAB 1 I -3 1/2' 10 D1 � D1 EXTEND ■ I SLAB 1 1/2" _ 1 ■ 3'-4° ■ (OPT. l i L I KJL'IJ L�__J II ■ II � I" PvC CHASE II , (FOR ELEC. TO II ISLAND I A, II I r �I 11,11 -ell 3 - ro ■ ■ 1. LD ■ 2X WALL 2X6 WALL (� LAV. I I� NI EXTEND " SLA5//1� 1/2" r -3 1/2" ■ I -� 4 II GONC. ■ ■ ■ SLAB 0'-0' ELEV. FIN. GONG. 5LA5 - 8 I � -- DID ■ �� D1 EXTEND END OF= PVC. CHASE UP 12" A50VE _ COND. CONC. PAD ICOND 11 4" CONC. SLA5 0'-0" EL1=V. FIN. CONIC. SLA5 / / ■ 4" CONC., RE INF. W/ (o"x6' W1.4XW1.4 WWM ON (o-MIL POL'r- r / C PV ETH rLENE VAPOR RETARDER 4" ■ 1 ON WELL -COMPACTED CLEAN // GI-PV G FILL TERMITE TREATMENT SHALL // 5E 50RA QQ� J �j 141-CJII SLAB /2 F_ 31-211 4 8 D1 pl 4J-411 3'e'-8" 00 ■ 3611x60" J / SHWR. PAN _w/ ENLC. iL r - rw L-" �Xll 7/ ■ D 1 5OLLARD AS RE0. PER 5LDCx. CODE -1 1/2" 21'-4" ■ H5- I, 3' -011 T"r T1'P. 1 c� r e _ TO MAIN FOUNDATI0N PLAN NOTES: - VERF*' CONDENSER PAP LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 of THE F5CR 5TH EDITION (2014). " VTR r.4I 1/2 " 211 41/2" 1,2 " TU5 I 4' 2 LAV WC 3" CO 3" KITCHEN SINK W/ AUTO VENT 2" 1/2" / 1 1/2'—� i J 1 1/2" r WC „I LAV 2" 1/2 i, LAV 11/2" I SHWR -211 WAS(4ER it PLUMBING RISER DIAGkAM SECURE STRAP TO UNIT W/ (2) 08xl 1/4 A/C SNIT MTL SCREWS UNIT SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONG. CONC. W/ (2)-3/16 "X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD g 12' FROM STRUCTURE _ a osi n p 1 ou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h W w w 0 0. W A ti q �VML .....swmrv. & k14144NA CREEKSIDE LOT #106 04821.000 4EBB 1828- CALI" C�ARAG� 8V7NG: RIGHT PA"Z: F OUNDATIO1\1 PLAN ' 160 MPH EV. C ARCI-1MECT� STATE 4F FLORIDA aummmAR <- '7 V3 n� 10/06/17 7 SCALM: 1/4"=V-0,; smear File COPY.. 35'-I0' D04.7"L PLAN A R C H I T E G T5 VIM .. �b Design 1 ©u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W W 0 ti 4 W Q h A ti C;XLLKUDE LOT #106 04321.000 [OD= 4EBB 1828- CALI" : AGIC OWWO: RIGHT PACE: DOWEL PLAN 160 MPH EXP. C DATA 10/06/17 1 8CAZX:1/4"=V-0" i10 Fie COPY A R C H I T E C T S ------------ I L— 3 (2) 3052-5H DINING ROOM 8'-8° CLG. LIVING ROOM 6' -8' CLG- I ' I I 1 I � I I c.S) a KITCIIEN al—allal-all CLCs.-- — — — —— W.I.C. 8' -5` CLG. — L------- _ _ KITCHEN 8'-5" CLG. LAUN. I f PAN.--� L— 2 C4 I I I I II II II BDRM. 51-811 0 II BATH #2 I FOYER - s'-s° c�G. BDRM.#2 8 -8 CLG.Ll I �• I I (2) 3052-SH I --.-- EGRESS L— 3 LINTEL SCHEDULE NOTE: THE LINTELS i" IA'' E3E SU55TITUTED WITH LINTELS FROM ANOTHER MANUi=ACTURER AS LONG AS THE LINTELS ARE OE EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED ENTRY 8' -8' CLG. L— 3 0 t 2) 3052 - SIB EGRESS OWNER'S SUITE S' -8' CLG. 0. BATH 8'-8" CLCs. o� BDRMD. �4/ S'-V CLG. �N 0� �w O GARAGE a'- aC 63. 16'-011Xrt'-011O.k.D. ■ ■ L-1 L— 2 u fTd LINTEL SCHEDULE INTEL ILENGTI4 TYPE COMMENTS No. L 1 1-T'-4" 8F28-15AT L 2 4'-6' 81=16-0511T L 3 -['-6" 8r-16-15/1T L 4 - - NOT USED L 5 - - NOT U5E0 8F24-15/1T 1-1 4'-6' 8w6-05/1T A5V. DOOR A56r=MLY L 8 4'-6' 8=16-154T GRou" 1441 N. RONALD REAGAN BLVD. L©NGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 W 4 U w 0 h A h A M_LL KA CREEKSIDE LOT #106 PROJECT# 04321.000 M+0i?8M 4EBB "1828-CALI" a.: ni RIGHT LINTEL SCHEDULE t60 MPH EXP. C DAM; 10/06/17 SCE 1/4"-1'-0" 1 File COPY A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti W W U W 0 G W A h CREEKSIDE LOT #106 pj3om# 04321. 000 alp► 4EBB "1828—CALI" RIGHT SAF-'E LOAD TABLES 1.60 MPH EXP. C DAT=. 10/06/17 SCALAR: 1/4 " = 1'- 0 " File COPY a v 121= 101=�II 17'-41I '11*1 I I (o Xb POST I (2 TYPO) LANAI I �' n- I S' -8' CLG. I r- %7 - 0" I 12 ' - (CADNO. 1�'-O" (2) 2- - (2) 3052-5 EGRESS DINING 6-5" CLG. II 271-011 LIVING ROOM OWNER'S SUITE 6-5" CLCx. ' N / &1-1111 71-511 �F �{1_011 CJ - XS / I_211 _ II KJ f1-all 81-0II �F , (ixf) Nt al �, — L3� ry 2 -4 b36 ---- KITCHEN -B" CLG. - A ----- V. - - _C. V. BATH (�> �I-011 a Cam/- 1R- ICI•-4 — I 1_ fill SJ JJ IL 1R-hSl4 G. Y. — — - - J D of I II a) 1 -� 36 "x60' ' - OFT. I - IEF I c® 11 L — — J N _ �I 11 277 o o I DW b2 SINK — sb36 II 3 — / G LAUN. ,1 PAN. �, -s" cLG. 3-sH N RANCzE b b _ o o O V. ARC CLG. L r- .y-� I I 3'=4" 4'=C'1 BDRM. 4, DEN# 111=�11 0 ? _ aI'- I N \ 1 1, I 11'=411 t , �� n� � = B DR'_VI. 3 �, IIU III I I , w __ �A%yfi R ,�� N Q °0 L I r 22'x54" -1 I ATTIC L — ACC255J 11 ro LAY. _ BOLLARD PER F3LDG. `u- W_ BATH # 2 '8 U S I I v"o 2' '— — — V.s GARAGE 8 - a CLCs. - FOYER BDRM. 2 a' -all cLG. ARCI4 ry, — a'-8" CLC:;. 36 "XIO' /TRANS. I � I ENTRY - - ,Jill � ry I � III IN lu/'-�" 4'=SG/" 31=1011�11 2'=G" 1�1=�11 21-5II /��/ 3C3' -all COM20EM AND CLADDNC WI+D LOADS BASIC NAND EVOSUFE FOR 3 SECOND OUSTS OPE ZONE 160 MPH WIND (W REMARKS AND TYPE II+D TYP FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR 5WIN6s 21 5 32/-42 DR. MIN. CRITERIA S3.D. MIN. 12 5 30/-3-1 CRITERIA 80-I0 O.H.D. 5ro 5 30/-38 16010 O.I-I.D. 112 5 2'5/-35 lk SOFriT N/A 5 1.6/-36.8 -68.2g/ x.. IF=-5829 ROOD TILE N/A 3 APPLICABLE BASIC WIND SPEED MPH = 1 0 (Vult) INTERNAL PRESSURE COEFFICENT = f .18 BLDG. CAT.=II, EXP.=C, MEAN ROOF T. = 15'-9" HAVE BEEN MODIF ED PER FBCR R612.2 FPRESSURES MEET TESTED ALLOWABL OR NOMINAL WIND VALUES FROM THE PRODUCT MANUFACTURER. E0_ 1, E0. C VO ANITY 0 • 4 } 77 6 P ri. 4 } P�,y} 4 ROOFS N'.:.:451 4 � n Ri,'4 'n 7Y }, "p . Y k Y...F' '.is Y, l j I y _ fit F L C PLAN &VANITY NOTE. -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN, - I=RONT DOOR ASSEMBLY TO 5E THERMA-TRU 1=15E LASS DOOR WJ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. NRE RATI=D DOOR FROM GARAGE TO REST ENGE TO 5E EQUIPPED W/ SELF= -CLOSING DEVICE (R302.5.1) F 5CR 5TH ED. (2014). EXTERIOR MASONRY WALL BRG. HE IC%I 4TS tea■ SQ.FT. CAM'S LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. 1=NTRY 1(o SCE. FT. LANAI 80 SQ. PT. TOTAL 2442 50. PT, A/C VOLUME 16604.1 11 �II 7r DSL. TOP PLATE A BAR DETAIL SCALE- 1/2"=I'-011 C§ 4 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 ti w W cj W w A A CREEKSIDE LOT #106 04321.000 m:3zmm 4EBB "1828-CALI" ARAOR S RIGHT PA02h FLOOR PLAN 160 MPH EXP. C 10 /06 /17 8CAiAb 1/4"=1'-0" I '8i=T File Copy 8' -8' 5R3. HGT. 14B WA3 TYP. _ H m- 0'-0' FIN. FLR. _ I_ J -JAu i 0'-0" FIN. FL OFF RIDGE VENT OFP RIDGE VENT 14A 12 WA �(p TEXTURED 1=IN15H ELICVATI0N OPP RIDGE VENT ROOF DECORATIVE FOAM DRAIN TILES OL 8' -8' $RCS. HCxT. 8' - 8" 16 "X60" r rFDON DECORATIVE 5HUTTERS OR 14B EQUIVALENT WA3 TYP. 4" RAISED H BAND CTYPJ '- Ilk 0'-0" FIN. FLR. I I OFF RIDGE VENT ELEVATION TEXTURED FINISH NOTE: WALL FENE5TRATION PLASHING AS PER FBC R103.8.1 01=P RIDGE VENT OPP RIDGE VENT 1� 14A b WA3 8' -8" 5RCx. HGT. 11E I roil WA3 TYP. c� 1P B F- c� 0, 0'-0" PIN. PLR. — — — — — — LEFT E�.11.7... ,T TON TEXTURED FINISH Ea 11 12 b 6 Ea EQ. tea\ 1' FRONT EQ. 4" FRIEZE BAND NI COACH LIGHT Emil I�10►�iNM[�1►1 TEXTURED FINISH NOTE. WALL PENE5TRATIO FLASHING AS PER FBCR R103.8.1 it WA TYP. 8' -8" BRG. HGT. 0'-0" PIN. 1=LR. MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1176 IN UPPER PORTION OF ATTIC = 588 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 5.11 TOTAL#OFVENTSPROVIDED = 6 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 84.00 411 „0 CO. DETAIL (&YD�E ALE: 1/2" = 1'-0" rARCHITECTS Desi n ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esign gro u p. com AA #: 0003325 ti W SUSaiV. & Z&OT: CREEKSIDE LOT #106 Pl%O"=T# 04321.000 MOD= 4EBB "1828- CALI" GARAGE S'llTlriG: RIGHT PA01M ELEVATIONS 160 MPH EXP. C AI�C�IITECT� STATE CIF F 00LQA DATE: 10 /0 6 /17 SCALM: 1/4" =1'- 0" File C" A R C H I T E C T 5 Q Ql 5J BJ3 5J5 DETAL-20 OR (2) �4ETA-20- CiAaUi r=- ko BR4CNG SM DTL. W SI-EET D2 (2) 2X12 5M. TO 6X6 POST (2) MSTA-24 4 (1) +ITS-16 POST TO SLAB ABU66 (T rP. 2 ) �C Ifl �1-IELD FRAMED BTM. CpO ARC4 a S'-0° BR.AC[W.x, AFF T1'P. BJI 5J3 BJ5 VETAL-20 OR (2) a4ETA-2 FRAMING FLAN RANEY' 6/5/14 Uesin rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W w 0 h W A A CREEKSIDE LOT #106 PROJRCT# 04321.000 wooer 4EBB 1828— CALI" GAR+AOR RIGHT p RAMING PLAN 160 MPH EXP. C ARO-IrrECT STATE OF FLORIDA ®CTI U, 20V ROL`-40 A. � A AIR NO :i DAM 10/06/17 SCAM 1/4"=1'-0" File COPY A R C H IT E C TS CONNECTOR SCHEDULE CONTROL DATE: 01-05-1-1 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 14t0 HTA 16-16 1625 (5) 10d x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 166 OPTION) (2) META-16 19ft (2) HTA 16-18 2800 (10) 10d x 1 1/2" 1-PLY, (USP: (10) 10d x 1 1/2') 2515 (14) 16d 2-PLY (USP: NO I(od OPTION) HETA-16 1810 HTA 16 1810 (9) 10d x 1 1/2" I -PLY, (5) 16d 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION HETA-20 1810 HTA 20 18T0 (9) 10d x 1 1/2" 1-PLY, (6) 16d 2-PLY USP: (10) 106 x 1 1/2", NO Ifod OPTION � C2) HETA-2(d 2035 (2) I-20-20 3230 (10) 10d x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" 2500 (12) 16d 2-PLY CUSP: NO 1(od OPTION) Z 0 LGT-2 2150 LUGT-2 1550 (1) - 1/4" x 2 1/4" TITEN, 2 CUSP: 5LK (5) 1/4' W5, WOOD (16) 10d V) METAL-20 24M DHTA-20 2430 (113) - 106 x 1 1/2, 1 PLY Q MGT + 3g6t MUGT 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + 10980 HUGT-2 9190 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 1001) HGT-3 + 10530 HUG7-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (S) 10d) LGT3-SDS2.5 3285 LUGT-3 3525 (12) SDS 1/4"x3' TO GIRDER, (4) 3/5" x 5" TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W5250 LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 106 x 1-1/2' (USP: (10) 106 x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIP"MPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (16)-SDS 1/4'X3" TO WOOD (2) VGT lift NO USP CONVERSION FOR SIMPSON (2) VGT) (2) t/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' ENI5ED), (32)-SDS 1/4"X3' / 2 PLY MTS-12 1000 1"I7W 12 1195 (14) 106 x 1 1/2. (USP: (14) 10d x 1 1/2', (14) 10d) 141-5-16 1150 HTW 16 12+'o0 (16) 106 x 1 1/2' CUSP: (16) 10d x 1 1/2', (16) 10d) PTS-20 1450 HTW 20 1530 (24) 106 x 1 1/2' CUSP: (24) 10d x 1 1/2", (20) 106) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' CUSP: (24) 106 x 1 1/2", (20) 10d) LSTA-12 ++ 925 LSTA 12 930 (10) 10d USP: (10) 10d LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) 10d MSTA-18 ++ 1315 MST A -18 1310 (14) 10d USP: (14) 10d V) MSTA-24 ++ 1640 META-24 1640 (18) 10d USP: (IS) 10d a- MSTA-30 ++ 2050 1"1ST.4-30 2065 (22) 10d USP: (22) 10d Q MSTA-36 ++ 2050 MSTA-36 2065 (26) 10d USP: (26) 10d j— MSTI-36 3800 KSTI 236 3890 (36) 10d x 1 1/2" USP, (36) 10d x 1 1/2" ti MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 1/2" USP: (48) 106 x 1 1/2" 146 S50 L1=TA 6 1210 (8) 8d TO PLATES, (8) Pcl TO STUDS (USP: (16) Sd x 1 1/2', (16) 8d) 51=4 885 5PT 4 945 (6) 106 x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 3°15 MP 34 380 (4) fd x 1 1/2' TO SEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO SEAM, (4) 8d x 1 1/2" TO POST. 140P2 645 HHCP 2 800 (12) 106 x 1 1/2' USP: (10) 10d x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE 1410A 1140 RT 16A 1350 (18) 106 x 1 1/2" USP: (9) 10d x 1 1/2" t0 TRUSS, (5) 106 X 1 1/2" t0 PLATE VGT t 14DU4 4940 PHD 4A 5215 (iro)-SPS 1/4"x3' TO WOOD, (10)-SD6 1/4'x2 1/2' W/ THREADEP ROD, (2) NUTS/WASPER/2 PLY USP: 5/8" ATR MIN. 1" EMBED SET IN HIGH STRENGTH 1=FOXY, (10) W63 WOOD SCREWS VGT 4 HD15 4940 TDX 10 10140 06)-5D5 1/4"x3' TO WOOD, (3)-3/4" 5TUD 5OLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" TPRU-BOLTS (1) 5/8' A.T.R. IN HfG 4 STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12) 16d TO WOOD USP: SAr-5I'IPSON ABU 44Z 2200 6665 PAU 44 2535 6115 ABU 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5Ep.) IN CONC., (12)lfod TO WOOD USP: SAME AS SIMPSON V) LTT19 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EM5ED.) IN CONC., (5)10d TO WOOD USP: SAME AS SIMPSON © LTT205 +++ Moo LTS 2015 1105 (1) 1/2" A.T.R. IN W01 4 STRENGTH EPDXY, CHIN 1' EMSED.) IN GONG., (10ACd TO WOOD USP: 3/4' ATR M1N 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10 l x 1 1/2", 2-1/2" 77 U 71 Q HTT4 4455 HTT45 4.160 (1) 5/8' A.T.R. IN HIGH ST�NGTH EPDXY (MIN. 1' EMBED,) IN CONC., (15) SDO10 X 1 1/2' CUSP': (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2", (20) 166 x 2 1/2' HTT5 5090 HTT4t _ 5005 (1) t/8' A.T.R. IN HfGI-I STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) 16d X 2 1/2" CUSP: (20) 16u X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2", (20) Ibd x 2 1/2' 4HP011-SDS 2.5+ 11,510 UPHD 11 T 143W (1) 1' A.T.R IN HIGH STRENGTH EFOXY, (MIN. im' EMBED.) IN GONG., (24) SDS ya' x 2�' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) H015 6645 10140 lI) 1/8" AM. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (3) 3/4" STUD BOLTS t0 WOOD (USP: (4) 1/8' BOLTS) 4 U) M514A 356/11.25, 34rt5 5330 NFM35X12U 2580 1130 SIMPSON. (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EM5EDMENT) IN C1"i.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EM5EDMENT) IN C1"I.U. FACE, (18)1001 TO SEAM USP: (1) 1/2" J-BOLT W1 MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. t" EMBED DEPTH INSTALLED IN THE FACE. C14) IOd AT JOIST Of Lil 0 ) HUSC412 (WOOED) 3635 2660 CFLR) HS4121F U 3060 21f0 (FLR) (10) 166 TO HEADER, (10) 16d TO WOOD USP: SAME AS 5IM105ON 3265 (ROOF) 3325 (ROOF) Z < = HUC410 (CMU) 1800 4920 HP410 IF 1305 5000 (15) 1/4' x 2-3/4" TITEN (15 PER FLANGE) TO CMU, (10) 10d TO WOOD: (LISP: (18) 1/4' x 3' WO S3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 106 TO WOOD PUC210-2 (CMU) 1800 5085 HD210-21F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3' W63 SCREWS, (10) Iod TO WOOD. USP (20) 3/16' TAPPER+, (10) IOd TO WOOD PUC210-3 (CMU) 1800 5085 H0210-31F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. U5P (20) 3/16' TAPPER+, (10) 10d TO WOOD LGUM26-2-SM 1430 55z35 LGUM26-2 2125 6065 (4) 3/6" x 4' TITEN I4D 4NCk (2 PER FL. 'E) TO G"IU, (4) 1/4' X 2 1/2' SDS SOWS TO WOOD, 4'_ W1 E SOLT+J. W63 t C Y: "`M,�_ _�' HIGH STRENGTH EPDXY = SIMPSON "SET EPDXT-TIE". CONTACT THE ARC141TECT/ENGINEER OF RECORD AL F FOR WRITTEN APPROVAL lR, OIR ,: U13S"" °TUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING WrSTEMS. + WHEN ANCHOR EMBEDMENT 15 3FMATER THAN 1" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST i3E FILLED SOLID w/ GROUT_ ++ 10d COMMON NAILS CAN 5E 5Ui3STITUTED WITH 106 x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. 0 +++ MINIMUM EMBEDMENT INTO THE TOP OF A 15ONDI3EAM WILL 5E 5", MINIMUM EM5EDMENT INTO THE FOUNDATION WILL 5E 1" LI F— 0 A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIpE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLE55 STEEL FASTENERS. WHEN USING ZMAX / Hr->G GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A57M-A153 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL 5ASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. =ALLECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" "HIGH WIND -RESISTANT CONSTRUCTION F-C-14WRCAGI6, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY C-SAS-2012 d USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN 'CHART FR,AI" f ING NOTE5: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0" UN.O. 4'-11 1/2" � -11 1/2 AND UP NUMBER OF HEADER STUDS 5UPPORTING END OF HEADER 1 2 3 NUMBER 01= EULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 F2 x 12 (02 SYI=) rt/16' 055 NAIL (3) 12d 6 6"-W O.C. TYP. 2x12 BM./HDR. 1. 44URRICANE 5TRAP5 TO BE MANUFACTURED BY' 51111`=50N STRONG -TIE OR EQUAL, U.N.O. 2. T`rF=IGAL 14URRIGANE 5T APS ARE A5 FOLLOWe, U.N.O: * TRUSS TO 1'" IASONRr/G NGRETE S1-4ALL BE 1" 1ETA-16 * FLOOR J015T TO 1"IAS NR1'/CONCRETE 5�4ALL BE META -fro AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAI`fiING SI--IALL BE MT5-12 3. TRUSS TO TRU55 CONNECTIONS AND � 4ANGERS e1 4ALL vE DE5IGNED AND 5UPPLIE1D 81' TRUSS 1" iANUFACTURER. 4. REFER TO TRU55 MANUFACTURERS SIGNED AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF OOF/FLOOR TRUSSES. 5. HEADER SPAN C44ART MINIMUM WALL 4 +4EADER STUD REQ. ARE STAND RD U.N.O ON FRAMING PLAN ro. MIN. 2X4 4f= CUT FLOC ING SECURED W/3-106 GUN NAILS OR 3-1201 kAND DRIVES 6 EA. END, GUT f=ITGI4 4 BEVEL TO FIT TIGx 4T TO TRUSS AS FDER APA REQUIREMENT5. -1. EXTEND AND ATTACI 4 WALL 514EAT4NG PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMFnARTMENT PER 5T�4 ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 8 6�4EET D4 FOR 1-STORM INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. Des' In 1 V u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 ti W ti U W 0 iz U W A A CREEKSIDE LOT #106 a PmjzcT# 04321.000 4EBB "1828— CALI" RIGHT plea': CONNECTOR SCHEDULE t60 MPH EXP. C AfiCHMECT: STATE OF FLORIDA I i i OCT I_ �1 J 4 1 t A� Z� 100617 �> 4.1 File copy ELECTRICAL LEGEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SMILE POLE 110V OUTLET 110Y OUTLET OF OUTLET wrR D T 0 SIUItG4-4 OR 110V OUTLET EuI� W FAUL INteRWPreR CTAiMi°ER RE818TANT TTPW 220V OUTLET (4) WIRE CONNECTION I OUTLET -INTERRUPTERt su4+ITCF� gWJITCH 3-WAY OPER ! 4 &DITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING L[04T l�l VPVAPOR PRDc7F r ,Q1 RECESSED CAN UfAL.L SCONCE J PR7=-kGI9�D VENT. FAN I CFM PER SQ. FT. VI=Nt.1=,4N W/L ICsHt I CFM PER SQ. PT. VANITY FlxnaRRE (SFIEc'a reD BY 2-15UL5 WRAP AROUND 2' FLUORESCENT 4'FLUORESCENT 4' TRACK L 04T ® PANEL METER OSMOKa S.D. DETECTOR Imo- = Y � Fir it I WALL MOUNTED SMOKE OE I MCI OR �_M , .L� <3s Wess/ I S/GO GARPk7N MONOXIDE fA`rOKE Dk`tECtOR GGMBD yH fA p �/ U'i - INTER -GO "'ECTED SHALL ! - DISTANG OF NOT LI '� TWMN 4' LANAI CEILING MTD. LIGHT TO 5E IINSTALLED, I PROVIDE f I J-BOX FOR r OPT. FAN I LIVING PRE -WIRED � CLG FAN / � r � f �\ 1 SWITCH IN \ � OUTLET — — GA5INET� — — FOR DW-------- IF r GFI GFI � CDR I REFI� DW / IO I L _ _ L KITCHEN PAN. ` \ � RANGE \ GPI n O GFI . (� PENDANT LICA4t /��j� NATURAL GAS rl/ OUTLET I tELEPWONE JAGA HOOD WIRE W/ WATER HEATER OUTLET FOR WH WATER l eAT To I .ewAt>=D FUTURE MICRO mom I AIR CONDITION BDRM. A/C DISf.ONNECT TELEVISION JACK 1 —J CEILING aoX RErIU PRE -WIRED \ \ O ME SUPPORTED IN CLG FAN \ O J-BOX MARKaD AS SUCH FOR CEILM BOX RECIUMP} t0 9M SUPPrrE IN /��\O GEILINCA FAN/LIGHt ACCORDANCE WV W/ BOX .I. ! MARKED AS SUCH FOR j FLOOD LIGHT OPT. SECURITY KI=YP4D P.B. MJ514-BUTTON FOR CHIMES _4�_;_ USM PORT NOTES: LOCATION OF Tv JACKS 4 PHONE OUTLETS FANS TO 5E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO M LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150rt3 F5CR 5TH EDITION (2014). } LAUNDR'1' ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL PE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF 1=5CR 5TH ED (2.014). • ALL WORK TO COMPLY WITH ELF'=TRICAL PROVISIONS OF THE F15CR NTH ` ..' (2014). * ALL LAMPS SHALL SE 5EL I' UU[L= .YR AND Igo% C _'-i�#4- `�lSt ME C_RVATION EE _ ,zNCT) 2014,a4.1 Q I I' -r BATH #2 / W k BDRM. M / PRE -WIRED GLG FAN I I I I _ GOND. WP� DINING ROOM OWNER'S SUITE i PRE -WIRED CLG FAN / I I � S.D. S1C0 I , I ' BATH I W.I.C. \ L — — t VP BDR DEN 4/ a/CO;' S D. PRE -WIRED �} CLG FAN I �R AI L —A CzF 644" pz. FOR GARAGE 1 � — — — � AFF. WI4 DOOR ---:J BOLLARD A REQ. WALL MOUNTED PER BLDG. LIGHT W/SWITCH IN CODE ATTIC KEYLESS FIXTURE WP Flanel PANEL: 8/16 wp crt. breaker VOLT FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu ( MAIN -A E: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B ) 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. C 3 4 Space #12 1 20 Exterior Receptacle GFI 1200 5 6 Space Space 7 8 Space PANEL: 40 crt. breaker VOLT FEEDER: 3- #2/0 Cu THWN & 146 Cu ( ANEL - A GE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O ) in 2" C. OR 3- #4/O 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 113DRM #2/Lofts Lights and Recpt/AFCI 900 1 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 z ("FTER IELD 4 VERIFY n LOC. FOYER 8 CLG. IRRIGATION OUTLET OUTLET 6 \ \ 48" A.F.F. 11 - — ENTRY GFI - GARAGEFOR GF I rr/— �CHiME� --- -- — — — — — — — �--------------------------- r OPT. COACH L IGHT General Liqhtinq & 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 General Lts & Rec Panel A lam AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OP TH P5CR 5TH EDITION (2014), LOCAL CODES, AND ALL LOGA POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE ECONDARY ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 �'2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE PVC THE ELECTRIC L PLAN ELECDTRIC UIT COMPANr..UNLESSVICE COORDINRATE WIT B E ELECTRIC COMPANY' PRIOR TO BID. POWER COMPANY TRANSFORMER Ckts# I watts/ckt I Total watts 121 4181 5016 PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 10 OVERHANG.) COMBINATION SERVICE 150 AMP DDISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I HA E NEMA 3R ENCLOSURE PANEL 150A/2P MG5 TELEPHONE SERVICE ENTRANCE EQU IPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 114 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S pDeson 1 ounc. 1.441 N. KUNALt) KLAGAN t3LVU. . LONGWOOD, FL 327590 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w W 0 h W A A ae LAM. CREEKSIDE LOT #106 FROJMT# 04321.000 adODE1.4 4EBB 1828— CALI" RIGHT PACE: ELECTRICAL PLAN 160 MPH EXP. 0 P"IftZirr 14 46 17 SNIAZM 1/4"=1'—C 5 File COPY LIVING ROOM I � coNv. .9" DINING I " I I "'� ROOM 12X12 12Xi2 Imx6 OWNER'S 120 CFr1 FA SUITE 1��xcrr I 120 C=M F —1 I I L _ _ j KITCHEN �I 10x6 12 0 c1=M -- C� o-- -- BDRM. 3 lox6 15 CI=M �i� GSM BDRM.#2 1 12X16 1 L M ITEt* LOUVER 1 1 PLANTATION 180 -04 2' 8' _N MAX AIR 564.I5 CFM 12x8 V 1 411 6 1 10X6 5 C1= M II 12X8THRUA I I PASS II FOYER I ENTRY I I I 6' I -- lOx�o SX4 Uo 0. I �o 00 41' sx4 BATH W. I. C . 45 CrM I I6 I- CFM L _ _ J SX4 F— 7 � I I I I 1 �— -12X8 NkPRL4'16" I IVAC LAYOUT PLAN W:m C6FM BDRM._#4/ r — — — --� I 0 0 4' ----I GARAGE CALI EQUIPMENT SC 45DULI= 3 TONS M�=G CARRIER CU 251-15C536A A U 1=V4CN5006 HEAT 5iGW SEER 15.5 SEER TOTAL CAP 35400 ELECTRIC 208/230/1NP BRKR CU 35 AI-IU 35 REI= LINES 3/4" 4 3/8" . ON. Z la f; 4 ag w w w 4 U A suaDrv. arlc E,CiT: CREEKSIDE LOT #106 PROJECT# 04321.000 MOE"= 4EBB 1828- CALI" GARAGR SWUM. RIGHT PALM H VAC PLAN 160 MPH EXP. C 4A.u r Ola acrc AR NO 93723 m PV T 10 /06 /17 s 1/4$,=1,_0» File COPY A R C H I T E C T S (1) b RE15AR VERTICALLY Wu GONG. POUR CELL SEE eNmftlr CODE FORMS FOR INSULATION R-VALUES ? TEXTURED PINIS4 F� 1/2' GYP. U_ OP. WOOD BASE= 4' CONC R-1NPICRGED W/ 6'X6' WL4JlW.4 ULF OR POERM 14 ON 0 P 6-MIL. WAPOR RETARDER ON p ° WEE I -COMPACTED CLEAN PILL. TER'TITE TREATMENT TOM WRA-CARE A14"LIED At P,RAMING. zp Z� ? 4'L 1'_0" 4' O 1.8ll (2) W.,REEAR ON CHAIRS 1—STORY FOOTING 1 W B LO C K WALL �— 4' CONC, REMW/ 4a'xta W AXWIA0 UkM ON w 6-MIL I&Mlr Etw 4" dmh L-C4>I'1PI`1lz� 3W; B„ TIREATMIENt 8144LL M 1 A' - .. , (1) "5 F"AR ON CW4SIR8 4 THICKEN EDGE wo qqw ? ro a W/ 6'Xb' WL4XWI4 O Q.d I 844 ON 6-MIL. VAPOR WELL -COMPACTED CLEAN PILL. ITE TRREATMENT TO ME 4 A -CARE APPLIED At PR4MflNG ' a (2) N5 REBAR ON C4AIR8 z w 4' 4' L 4 1—STORY FOOTING 4-A AT FRONT PORCHES SECURE P.T. BT. PLATE t0 51-A$ W/ 1/2'X9' AIR F30LT Ua ' M13m. MIN. * .11 OC Mijc m _w a 4 I . W/ 'x6' W4XW1.40 Ulm 4. -MIL L HYLE'E WAPOR a b ONWELL-COMPACTED CLEAN 4 PILL T'11M ATNIE?tt 84ALL M �d .. IWRA-CARE Z (2) 5 IREBAiR ON CHAIRS GARAGE STEP—UP 1—STORY L.B.W. _%NDED UPLIFT FOOTINGD EX SCALE: 1/2' = I' -0' n) � REAR WERTrc.ALLY Ew CONIC.PAD GBLL SEE ENEMY CODE FORMS FOR 11AUL,ATECN I! -VALUES TEXTURW PROM 8' CMU 4 z I/1' GYP. WL SD. WOOD BASE n 'L tUCwo z w OP CONC. REINFORr.ED W/ 6 7r6: ? z q WL4XW4 WLF OR PIBERMESH ON Y 4" 6-MIL. VAPOR WrARDER ON WELL-c"AcTED CLEAN PILL. O 77 TERP71'TE TREEATMENT t0 SE MORA-CARE APPLIED At °FiR:rAMn'4Ge. z z (3) REBAR ON CHAIRS 2—STORY FOOTING @yA/��BhL' BLOC K WALL ec✓AL I/Zn-1'-0' Z (U +5 W-MAR SET IN $11MPSON 41GH 6"NENGT14 EPIM T 6' El "I MM. L- 4' CONC. REIN. W/ 6')*' UAXWL40 d . WWM ON 6-MIL FW.Y ETHYLENE VAPOR IETA LAVER ON UIELL-COMPACTED CLEAN PILL 1 EIRl' i TIREATFIEmlr & 4AI..L m acm-GAm TYP. RETROFIT FOR A OMITTED DOWELS STUDS 16, OL. MAX eGU1RE BOTTOM t0 SIMPSON SP4 SE 15 . A T A15 UV �• T ' WASHER T' ' OC MAX a 4' CONC. REINFORCED W/ 6'X6' WAXWI4 WLP OR PIBER'M91-4 ON 6-MIL. VAPOR z_ RETARDER ON UELL-COMPACTED CLEAN PILL- 1ER'1ITI= TREATMENT TO SE U I'_(D' 4 50RA-CARE APPLIED At PRAMINCs. �r 1'-8" (2) �5 REBAR ON CHAIRS 1—STORY FOOTING 2 AT L.B.W. W UPLIFT q - OZ�4' GONG1 REIi'iP. w 61x6' WL4XWI40 WA1M CN 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLI=AN 4' 4' FILL TEICt"II1E T'I:E,ATMKT 84ALL M BRA - GARAGE STEP—UP r� NON —BEARING w 4' CONG, A0 WILM ON b-MIL 4 POR RETARDER WEL D AN FILL TERMITE 814 BORA-CARE ob A 3" MIPL a COVER 0 mV AGE STEP—UP N— BEARING EXTENDED STEP SECURE P1: ET. PLATE TOwoft I/2'X8' AP c*vm BOLT w -I' E7"fE D. MIN. w 3I' 4 a 4 a CO UP 6'x6' W14XWI40 WWM 6-MI POLY ETHYLENE VAPOR ° ON WELL-COMIPACTED CLEAN 4 PILL TERMITE TREATMENT SHALL M ..XQ - BOR.A-CARE . (3) 15 REESAR ON CHAIRS &° 4" GARAGE STEP— UP 2—STORY L.B.W. @_4XTEALNDED FOOTING E. I/2' ■ I' -0' EXTENDED BLAiS I IR' CURB I-eI S I/2' DR Cc;V REINP. W/ 6'x6' W14XWI.40 mr, g OK 6-MIL POLY ETHTLF7"E VAR RETARDER ON WELL-COMPAICrM CLEA^' PILL TER"IItE TREAV-MKT SHALL M r SDRA-CARE z (2) IlI5 REESAR ON CHAIRS ° AB AT GARAGE SECURE BT. ANCHOR ,91 4' CONC RERWORCED W/ 6'X6' WI4XWL4 WWP OR FIHERMESH ON 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN PILL. TERMITE TREATMENT t0 BE BOIRA-CARES APPLIED At M4MING 4 4 (3) 05 RE15AR ON CHAIRS 2—STORY FOOTING 2 AT L.B.W. SE �T W/ 10d IL • ' O.C. MAXM 0'-0' FIN. PLR T 04 WE 0 mm iXO 4'CONC. REINFORCED W/ G'X6' W4XWI4WLLF PIEERETARDER ON LLELL-COMPACTED CLEAIS PILL. TI RMITE TREATMENT TO BE4 O4'BOR.A-CARE= APPLII=D AT PRAMIW-% a"(2) REi54R aN CHAIRS 12.MW CsRADE 1—STORY FOOTING I" N( � B AT L.B.W. (AZ NO —UPLIFT STAIR DET &CAI E: 1/2'=1'-O' 3 SC/ILE: I'=1'-0' STUDS 16' O.G. MAX BECURI BOTTOM PLATE TO StW7 W( SECURE BOTTOM PLATE t0 STUD 81MPSON SP4 032' Or,,Q — MAX SIMPSON SP4 632' O.Z. MAX HEKxHT OF "RAGE SECURE 15t. PLATE t0 SLAE A. HEIGHT OF GARACSE SECURE Bt. PLATE TO S ' VARIES WITH SLOPE ANCHOR SOLI W/ 2' VARIES WITH SLOPE �GI+OR SOLt W/ 2' R i MIN. w 32' OC MAX MIN. w 32' OC MAX. w 'EPDXY NOT' IREGUI E •EPDXY NOT I ION v EOLTS 150LTS a w 4.<O � a • 4' C W_ REINFORCED W/ 6'X6' WIAXWI4 • 4' CONC. R-=[W D W/ 6'Xb' WIAXW.4 WW= OR 115ER"IE84 ON 6-MIL. VAPOR r WW= OR FI5EER'fE84 ON 6-MIL. VAPOR �u RETARDER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLEA PILL. tERPflTE TREATMENT to M > PILL. TERMITE TREATMENT t0 EE m U -F -m" 4" BOR,A-CARE APPLIED At PRAMIWx O 041" 8"\4'4" BORA-CARE APPLIED At FRAMING 11811 (2) l5 RE5AR ON CHAIRS 77 (3) S REBAR ON CHAIRb GARAGE STEP— UP GARAGE STEP— UP L. B. W. W UPLIFT A 2—STORY L.B.W. W UPLIFT SCALE: 1/1'=1'-0' SCALE: 1/2"= I'-O' 'STET-WON-L TO ME MIN. 3 COURSES (U 05 REEAR VERTICALLY W/ CONC. POURED CELL e' CE'1u z y 4 NOTE: OPTIONAL USE OP _ 1 CONCIRETE G411RB w GA RAGE 1) WALLS TO ESE M I r=IQMINED BY S BUILDER 19Y DIVISION. STOP CURB I-ElOPT VARIES w w � z 6 >z �. 4_' ° A O 4' GONC. REIf FORGED W/ 6'X6' WI4XW.4 UL P OR P Ilt"R84 ON 6-MIL_ VAPOR ++� RE=TARDE'R ON HELL -COMPACTED CLEAN • 4. FILL. I ER l TE TREATMENT TO BE BOLA-CAIt APPLIED AT FRA'rlW-% z (Y 4" 2)" 4" (2) "3 RMAR ON CHAIRS �o 1—STORY FOOTING 8 AT GARAGE (1) "5 REBAR VERTICALLY W/ CONC. POWIIIIIED CELL 8' CMU z i ON: OPTIONAL RETE ' WALLS t0 RM D Y BUILDS ES SI STUCCO STOP - t IE8 m w w ip U 4' CONC, RE INPORGED W/ G'Xb' WIAXWIIA WWF OR NBLIS TE814 ON 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN ' PILL. TERITM TREATMENT TO Me 15ORA-CARE APPLIED AT FRW NrA (3) 013 RE064M ON CHAIRS 2'-0" �p 2—STORY FOOTING A AT GARAGE SCALE: 1/2' =P-0' 2 PSI w 28 DAYS S INPORCED W/ 6 6 - WIAAN.4 IUWM. s ..a. • a STUDS 16' O.C. MAX 4E=AD OF GARAGE VARIES WITH SLOPE SECURE Et. PL MASONRYJMY w 4 �z w0 N W uI Qw POREGROUND 4Y_4' CONC, REINFORCED W/ b'X6' WL4XWI4 W WWF OR PI,SER-1E514 ON 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN PILL TEN IME TREATMENT TO EE m U I'-C" 4' E: 0R4-CARE APPLIED At PRA1f71NG. � s !2) Mb REBAR OV CHAIRS GARAGE' STEP—UP 6 B L.B.W. W NO UPLIFT SCALIE. 1/2' = I' -0' GRADE •4 'x6' LUIAXWL40 WWM a -MIL ETHYLENE VAPOR IRE WELL -COMPACTED CLE F I ER'11TE TREATMENT 64ALL -CARE 4" wo 1REBAR ON CHAIRS 9 C CR TE PAD I' RECESS Pm S[sD. TRACKEC PINI814 PLOOER w 44 a $. aa` ' q•4 10 SLAB A S.G.D. ��OT USED SECURE P.T. Et. PLATE TO S W/ MASONRY NAIL w 32' O w . 4 4°.4 -Q.' 4' M . W/ 6'x6' W 4XWI 40 UUUM ON I Y ETNYLE-NE VAPOR p a RETA R ON UPLL-GOMPACTI D CLEAN a PILL TERMITE TREATMENT SHALL S1= ra .. 50RA-CARE ? (2) 05 REBAR ON CHAIRS 4 0" 4" GARAGE STEP—UP 2—STORY L.B.W. W NO UPLIFT 6C E ENDLi=ED FOOTING RECESS POR GARAIsE DOOR a 4' CONC, REINP. W/ 6'xb' WL4XWL40 WWM ON 6-MIL POLY ETHYLENE VAPOR WrARDER ON WELL -COMPACTED CLEAN PILL TERMITE TREATMENT SHALL M BORA-CAIRI= (1) 415 IQEBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/1'=1'-0' S' VARIES 3' 3' (I) «5- T. ° 4 d 4 \ \\ /\/\/\\/\\�/\�/ �,✓ \, - 2SHOWER RECESS FOOTER �Q SCALE: I'=1'-0' GROUTED E04P MAM SERVICE D 0 0 R I/1 VARIES PER ELEV. . ME z z (AL C : 1/1'=1'-O' 0'-0' FIN. PLR OK Ri=E3AFZ W/ 10' HOOK a TIE VERTICAL REBAR ° 4' ° a GROUTED 5OND BEAM TO HORIZONTAL 4 ' REBAR W/ to HOOK NOT USED CA S a a �.° ° « a VARIES PER ELEv. VARIES PER ELEV. 14 4 a i VrE NOT USED o .4 . 7, a GR01,4TED BONO BEAM I�ODUIED L Wei ' ' GMU E D L 8 L� 4 U 6' PVC CHASE tHRU POO'1'INGs as 2X WALL I 0 cm� 4 (4)VXl' ANC4M BOLTS or (4))i'XT' N �1/2' DRl'Ua4LL I -STORY l2) w3 #KEBAB ON G4AI1R8 J-BOLTS MK W EM®EDMENT W/ 2'X?'XI/8' WASHER AND NUT SPACED EYSISLY FROM WOOD EASE 2-6TORY ; ° OOR TO BOND BEAM. SET IN JOINTS PRIOR TO PILLM L (SLEEVED ANCHOR IN SOLID POUR AGGEPTA13LE RET'ROPIt) ob (3) 45 REBAR ON CHAIRS r 4 . /INT. FRAME WALL TO ° BLOCK WALL CONNECTION a "Rft IB VERTICALLY w/ GONG. INC 1 BGALE: I/1'-I'-O' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 8: CMU 11 CLEANCUt REQUIRED 16 GAS LINE THRU BLOCK 1/2' GYP. U_ W. FOR INSPECTION WOOP EASE z a fL w 4' CONIC REINF. W/ 6'xb' WAXWI40 UU✓IM N N O T USED ; Q z Y_ f ° ON 6-MIL POLY EtNYLENE VAPOR RETARDER ON UMLLL-COl"PACIV0 CLEAN 0'-0' PIN. FLR 0 PILL TERMITE THE TMENt SHALL BE a O BORA-CARE TIE VERTICAL REBAR '4 a q t0 HORIZONTAL (2) 03 REBAR w I -STORY 4.o REBAR UJ/ I®' HOOK (3) W5 ,REBAR w 2-STORY aw 4' a a OUt6117E REBAR t0 BE p 6' PVC CHASE 114RU POOLING _p. 4�� `�. CONTMI.IOUB _ F 4 (U w3 YEIFT. DOWEL U LAPPED EW BOND MAM 4 (I) 05 REBAR AT COMERS I_6TORY W25' M MIN m U 4" 8" 4" (2) Wp REISAR ON CHAIRS p _ 4 2-STORY 2'-1' THIN. LAP (a) 9 FW-BAR ON CHAIRS HORIZONTAL/VERTICAL PIPE THROUGH E REINFORCING REBAR LAP AT FOOTING 1—STORY FOOTING SCALE:I/!'=''-®' TYP. REBAR LAP C AT LINTEL CORNERS D W BLOCK WALL 1/R' =1'-0' ALL EXTERIOR F-'00rrEIF2S ,k7 IT'IWISI—I SLAB'S 70 ]BE MIN. 12" BELOW UWDISTU ]BED SOIL a 4 .a CLEANOUT REQUIRED ° POR INSPECTION z . )— 4 a 0-0' PIN. PLR oa TIE VERTICAL REBAR , 1`0 HORIZONTAL 4 a REBAR W/ kv, HOOC a EO mU HORIZONTAL/VERTICAL REINFORCING AT FI BEARING CHANGE SCALE: I/1'=1'-0 CONTROL DATE: 07/01/15 z�. 4 k.. Or ids n ro Inc. •1 N. RONALD REAGAN BLVD. LONGWVOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r h w W d Cr R. w Q h A F, r p T' D10/06/173 SC/ 1 /4" =1' — O" SST DI File COPY FIBERGLASS SHINGLE OVER 030 FELT PAPEF INSTALLED PER FBCF RW5.2.1 ON �J," 0.62 SHEATHING OR I" CD: PLYWOOD SECURE!: PER FASTENEF SCHEDLL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w rz® L 1—STORY (:D BLOCK- WALL SCALE: 3/4 = i O Ir 14' GRYWOLL I'X4' OR I'X2' P.. NAILER ❑ Ix4 F.T. OR 94 X4' MN SECURE THRIl ER4I"1E 4 EXTEND 1-Ys' INTO BLOCK W/ %' TAPCONS OR DRIVE PIN (MINE SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMIJEDMENT I-y4' WITHN 8' OF EACH END 4 18' 07C. MAX 9PACIT40 DOOR 046NG DOOR JAMB OR WINDOW ATTAC4.4 TO 2X PER MANUFACTUW8 DETAILS. N01*5: SHIM AS NEEDED TO PLUMS JAMBS (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A scALE: are'-r-®' SEE ENERGY CODE FORMS FOR 14SULATION R-VALUES GYPSUM 50ARD OR J" HIGH TRENGTH CLG. BOARD :ONC. FILLED LINTEL 5LK W/ (1) 5 RE5AR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR ISULATION R-VALUES �JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) +'5 REBAR VERTICALLY W/ GONG. POURED CELL _�— Ix2 P.T. FURRING STRIPS 16" O.G. �— 8' GMU —�-- 1/2' GYP. WL. RD. _�-- WOOD BASE F15ER3LASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F$GR RTI05.21 ON J" O.S.S. SHEATHING OR �, CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRJ55 WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2 "x9" A.5. w/ 2" DIA. WASHERS, I" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. GONG. FILLED LINTEL BLK. W/ (1) +'5 RE5AR CONTINUOUS PRECAST LINTEL 5/V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) "5 REBAR VERTICALLY W/ GONG. POURED CELL S ° CMU u 1— STORY �o GABLE BLOCK~ WALL SCALE: 3/4" = I' -o" 2X4= SECJRE TO BLOCK w/ W6' 2X4= tAPCONB OR DRIVE PIN SECURE TO BLOCK W/ W6' (MIN. SHANK SIZE .14E TAFro" OR DRIVE PIN MIN, HEAD SIZE 300 (MIN. 84*41< SIZE .14E MIN EMBEDMENT 149 MIN. HEAD SIZE 300 WITH,h 8' o= EACH END 4 so I E: STRJCTURAL 2X MUST ESE 18' CC. MAX SPACINCs MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 �: STRUCTURAL. 2X MUST M ON OUTSIDE 4 SCOURED tHRnUC�4 fig' O.G. MAX SPACINiCs. ON OUTSIDE ! 91=Gk4Rl~D 2X6� NON-STRUCTURAL %' TAPGON THROUGH NON-STRUCTURAL �)i►' 8mwe TO BLOCK W/2-%' MIN I-V EMBEDMENT INTO 2>cb O TAPCON MIN. IA' EMaEVT'9Nr TAM" OR DRIVE PIN BLOCK SECURE TO BLOCK NTO SLOOC (MIN. SHAW, SIZE .145 WW2-%' TAPGONS OR MIN, HEAD SIZE 300 , Cyrid DRIVE PIN MIN. EMBEDMENT I Y4') ' DRYWALL (MIN_ SHANK SIRE .145 8, CMU WITHIN a, OF EACH END 4 Is, O.G. MAX SPACR<z 'X4' OR I'X2' P.t. NAILER MIN. HEAD SIZE 300 MIN. EMISEDMENt I Y4') ' DRYWALL 'X4' 2X8� ❑ WIt4IN 8' OE EAG44 END 4 OR 1'X2' P.T. NAILER SECURE TO BLOCK w/2-%, O,S.B. X 4' MIN IS' OrC MAX SPACfIyG tAPGONS OR DRIVE PIN (MIN. SHANK SIZE .14E DOOR CASING 2X8� SECURE TO 5LOCK W/J- DOOR GASINCa MIN. PEAD SIZE 300 DOOR JAMS OR WINDOW MIN EMP3EDMENt I Y4) tAPGONS OR DRIVE PN 0*11N. SHANK SIZE .145 DOOR JAM13 OR WINDOW ATTACH TO 2X PER WITHN 8' EAG44 END 4 MANUFACTURES DETAILS. MIN HEAD SIZE 30® AttAG4 to 2x PER is, O� MAX SPACING- MIN. EME)EDMENT 1 Y4') MANU=ACTURI=S DETAILS. NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OP EAC4 END 4 18' O.C. MAX SIDACINCx NOTE: 8HIM AS NEEDED TO PLUME] JAMS (DO NOT >=XCI=i=D Y4') JAMB (DO NOT EXCEEED Y4') DOOR JAMB TO BLOCK +1-15//18" DOOR JAMB TO BLOCK +3" C WINDOW TO BLACK +1-15/118 E WINDOW TO BLOCK +3" SCALE: 3lB'=P-O' 2X4m 2X4:= 2X4 m SECURE TO BLOCK W/ %' SECURE TO BLOCK W/ SECURE TO BLOCK W/ %' OR DRIVE ION TAPrONS OR DRIVE PIN TAPCONS OR DRIVE PIN ONS O VE.14t (MIN. SHANK SIZE .14E eMKSHS (MIN. SHANK SIZE .146 CAN. 612E MINE HEAD SIZE ? 0 MIN. HEAD SIZE 300 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN MIN EMBEDMENT 1 Y4') WITHIN MIN. MIN. EMBEDMENT 1 Y4) WITHIN EACI4 END 4 18' Or - STRUCTURAL 2X MUST 8' OF EACA4 END 4 Is, or_ 8 OF EACH END 4 18' O.G. NOTE: STRUCTURAL 2X MUST MAX MX 6PAGINCs. 2X84m !' ON OU SIDE 4 SEGUR♦rD MAX SPACEN4G MAX 6PAGII'9Cs BED SECWE t0 BLOCK :'OUCH NON-STFA4 1URAL 2X6:= 9EcuRE ro BLo:IK W/1-'! ' 2X6dw SECUIE TO BLOCK W/2-%' NON-61 : raracaN 141NL I-Y4 ' t�APGONLs oR ^�N MIN. 1A" Nr Nro BLocK TAPCONS OR DRIVE ION (MIN. 9F�4AM SIZ1= .148 TAPGON f` OR DRIVE PN MTK SI-'-` < S42E .14$ EMSEDMIENT NTO S.00IC (MN. SFh+�C SIZE .14$ MIN. HEAD SIZE 300 MN i4FE 81.7E 300 Mm 44EAP Slit -Me 8' cm MIN. EMBEDMENT 1 Y4) MN. EMU-,:7MENT I Y4) WITHIN 8, GMU MIN. EMIBEDMENT I Y49 WIT4�1 8' OF EACH END )y' DRYWALL WIt4N 8' Cr- EACH 4 /-g: G'1U 8' OF E -'; END a 18' OC' DRYWALL 19' O MAX SPACNG. ❑ I'X4' OR 1'X2' P.T. NAILER 18 O.G. MAX 9PACNCs :DRYWALL 1'X4' OR I'X2' P7. NAILER MAX SP t;ING. MID+% 1'X4' I'Xd' P.T. NAILER R CASNG 2 SECUiE TO BLOCK 2ND 2X SECURE TO STRUCTURAL MEMBER 2X8:� r� CAe[w_v 9>=CURE tO BLOCK W/2- W!(2112d WIr4+IM1t 8' OF EACH SECURE To BLOCK W/2- TAPCONB OR DRIVE PIN tAPC.ON16 OR DRIVE PIN W/1- ,' TAPCONS OR DRIVE PIN EraD 4 6' 70 8 O� MAX (MIN. SHANK SIZE .14E MIN. READ SIZE 300 DOOR JAMB OR WINDOW (MIN SHANAIK SIZE .14E MIN. HEAP SIZE 300 DOOR JAMS OR WINDOW CMN SI4ANK SIZE .145 MIN HEAD SIZE 300 OCR GASfNCs DOOR JAMB OR WINDOW MIN EMBEDMENT 1 Y4) WIT41 ATfACI4 TO 2X PER MANUFACTURES DETAILS. MINE EMBEDMENT 1 Y4') WITHIN 8' OP EACH END 4 18' O.G. TTAC4 t0 2X PER MANUFACTURES DETAILS. MIN EMBEDMENT I Y4) TtAC4 TO 2X PER 8' OF EACH END 4 IS' Off. MAX S�R'AGINKs WITHIN 8' Cr- EAC44 END 4 MA%WACTURES DETAILS. MAX SPAC.NKG. , SHA4`1 AS N1 DFA TO PLUMS NOTE: SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. NOTE: SHIFT AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y49 JAI" i8 (DO NOT EXCEED Y4) JAMB CPO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1,//2" DOOR JAXB TO BLACK +2 ��//� WINDOW 1/4 " DOOR JAMB TO BLACK +3" NINDOW To HLOCK +s" NLNDOW TO HLOCK +1-1/2' D TO 13I.00K +z F: SCALE= 3/$' • I'-0' SCALE: 3/8' =1'-0. SGALE: FASTENER SC IHE0UI_E ROOF DIAPHRAGM USE 1/16" OS.5, OR 1/2, CDX PET' WITH M8 RING SHANK GUN NAILS AT 4' O.C_ AT SUPPORTED PANEL EDGES AND 00 RING SHANK WN NAILS At 6' O.G. At INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' OJr. EXTERIOR SHEATHING USE 1/2' CDX OR 1/16, 055 PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 05 RING SHANK GUN NAILS AT 6' O.G. AT INTEIRIIEDIATE ourPeMM OR "Im, ZIP SoeAtONG SYSTEM ( INSTALLED PER MANW. gPECS). SEE DETAIL. NoIbR- ACCE_f R FR+CI"1 T M�ANUFAL`iUi:$�R U1=. 5P'ECSJ -ROOF DESIGN Ple"'ESBURE 5ASED ON WORST CASE ► SCENARIO FOR ZONE 3 NAIL REQUIREI" TENTS SIZE HEAD LENGTH DIA. TENSILE STR. Sd ROUNDI'10PIFIED I Z/8' .113 1-10,000 OR T loci ROUN D,1" IODIFIED 2 1/8' .128 1-10000 NOTE; NAILS TO LSE MFG. 5T' MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION 10113 INCH NOMINAL SHANK DIAMETER 2 MNG DIAMETER OF 0,012 OVER SHANK DIAMETER 3. !io TO 20 Rom. PER INGH 4. 0.280 INC.4 FULL IOUNP HEAD DIAMETER 5. 2 INCH NAIL L.1 714 2x4 BLOCKING BETWEEN TRU55E5 AT FIRST FIVE 5AY5 4'-0" O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.G. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d's e EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. 50ARD 1X2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONC. SILL -ix2 P.T. FURRING STRIPS o 24" O.C. 1/2" GYP. WL. SD. WOOD EASE 2X4w SECURE TO 13LOCK W/y4' TAPCONS OR DRIVE PIN (MIN. 64ANK SIZE .14E MIN. READ SIZE 300 MIN. EMBEDI"ti=ST 1 Y49 NOTE: STRUCTURAL 2X MUST BE WIT41N 8' aF EAGI4 END 4 ON OUTSIDE J SECURED 18' O.C_ MAX SPACRWs. TWRC%*sl4 NON-STRUCTURAL 2X6� TAPCoN. MIN. 1-4, Ei"'IBEDi?ENt SECURE t0 BLOCK INTO GLOM W/1-I/4' TAPGONS OR DRIVE fv N (MIN. 84.44N1< SIZE .145 ' C"iU MIN. HEAD SIZE 300 , DRYWALL MIN EME3EOMENt I Y49 WITHIN 8' OP EACH END 4 1'X4' OR 1'X2' P.T. NAfLER IS' OG. MAX eFACINCM ❑ 2Xe� j(6' O.S.B. X 4' MIN. SECURE TO BLOCK W/1-1/4' tAPGONS OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE _I45 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 NOTI=: SHIM A8 NEEDI=D tO PLUMES 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLOCK +3-7/16" 2)(4M SECURE TO BLOCK w%, TAPCONS OR DRIVE PN (MIN. SHAIrK SIZE .14E MIN. HEAD SIZE 300 MIN_ EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST Or —MAX 6PAGINCs BE ON OUTSIDE 4 SECURED 2> 2X6mii THROU014 NON-STRUCTURAL SECURE t0 BLOCK W/1-1/4' -Y TAM" OR ORfYE PIN EMSEDI„1EN7 11`TO199LOCK (MN. SHAM SIZE .145 MIN. HEAD SIZE .DM MN. EME3EDMENT 149 e' GMU WltµN e' OF EAG4 END 4 Yj' DRYWALL 19' O.C. MAX SPACN0. ❑ I'X4' OR I'X2' P.T. NAILER 2XS� SECURE t0 BLOCK W/I-114' ' P.T. x 4' MIN TAPCONS OR DRIVE PIN OOR CASINCs (MINL SHANK SIZE .145 MIN. HEAD SIZE 300 MINE EMBEDMENT I Y4) DOO R JAMB OR WINDOW WITHN 8' OF EACH END 4 ATTACH To 2X PER UFAGTURES DETAILS. 18' O.G. MAX SPACNC- NOTE: M 41M AS N EMP t0 PLUMS JAme (DO NOr excamp Y4 ) TOP CORD 5LOCKIW-i AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EAC4.4 END. RAFTER OR TRUSS ROOF SHEATHINCs �—� BUILDINGS LENGTH FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RTI05.21 ON �6" O.S.S. SHEATHING OR I" CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1 , _O" T''f . MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT STIFF5ACK AT ALL UPRIGHTS OVER 4' -10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR I' CD PLYWOOD. ATTACHED PE FASTENER SCHEDULE ON SHEET G OR rt/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 1/8 THICK, 3 COAT PORTLAN CEMENT PLASTER OVE EXPANDED GALV'D METAL LAT ON FORTIFI5ER JUM50TEX GRAD 'D" PAPER OVER TYVE EF 5UILDING WRAP (RER T STUCCO SPECS FOR COMPLEt INFORMATIO ) OR 1/16" ZIP SHEATHING SYS 1 (INSTALLED PER MANUF. SPE E WEEP SCREE (SEE DETAIL 5/D ) SECURE GABLE TO 2x6 P. `J PLATE W/ 126's 8' O.G. MA SECURE 2x6 PT. PLATE TO BLK W/ J"x9" ANCHOR 15OLT W/ 2' WASHER, SET IN SIMPSON HIGH STRENGTH EPDXY -1" EMBED. MIN. 0 32" O MA . W THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIEro Iw DIRECTLY TO MASONRYZ�®) Y1,Ltttt V 1— STORY GABLE W/ VAULT C LG . B LO C K WALL 3 SCALE: 3/4" =1' -0" 1i' DRYWALL I'X4' OR 1'X2' P.T. NAILER To Ix4 P.T. OR 14'X4' MIN. SEMW THRU MWAm 4 EXTEND IA, INTO BLOCK W/ %, rAPCONS oR DRIVE PIN (MIN. SPANK SIX .145 MIN_ HEAD SIZE 300 MIN. Ell PMENT 1-Y4' WITHIN 8' OE EACH END 4 18' O.G. MAX SPACING ,LDOOR CASNG DOOR JAMB OR WINDOW ATTACH t0 IX PER MANUFACTU'='::8 DETAILS. NOTE: 541M A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 J SGALE:3/8'-I'-0' DOOR JAMB TO BLACK +3 3/4" v WINDOW TO BLACK +3 3 4" H SCALE:3r8'=1'-0' n H d z� �w I NOTE: t I �O I E : TYP. EXT. SPEATPING ATtACpMENT FOR SHEAR 4 UPLIFT (0.5.5. TO 5E STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE z NOT REQUIRED EXCEPT +e OPENINGS z e- _j0 ROOF 5�4FEAT�4ING LAYOUT AND ENF.)LUALL- BRACING FOR GABLE END r Ar fNG y "8 RING SHAM GUN NAILS ® 4' 0_G_ TOP E 50TTOM EPC% 2x4 BLOCKING BETWEEN TRUSSES WHERE "X" BRACING IS PRESENT PRE-ENG GA5LE TRUSS CONT. 2x4 RAT RUN SECURED WJ (2) 12d's 0 EACH TRUSS TO BE INSTALLED a MID. POINT OF TRUSS SPAN, OR 10'-0" O.C. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES " GYPSUM BOARD OR �" HIGH STRENGTH CLG. BOARD 2x4 NAILER a.. 2x4 a 24" O.G. g INTERIOR KNEE a, d WALL GONG. FILLED LINTEL BLK W/ (1) 05 RE5AR CONTINUOUS PRECAST LINTEL INDOW ATTACHMENT AS PER ANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 16" O.C. 8" CMU 1/2" GYP. WL. 5D. WOOD BASE .1: ;4' 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9' A.B. w/ 2" DIA. WASHERS, 1" MIN. EMeepMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. 2' DECK Sc O.C. MAX * EG MAX IN FIELD. SHANK TO EX1 THICKNESS OF SHEATHING ® 0-5 4 12' O.C. REAPED BEYOND' FLOOR TYP. 3/4" TAG SU5-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: PER 1=8CR 905.2.-1 - 1=0R ROO1= SLOPES 2.12 1-0 LE55 THAN 4:12, A (2) LATER UNDERLATMENT SYSTEM IS REQUIRED. 1=OR ROOF SLOPES OF 4:12 OR CxREATER, (1) LAYER UNDERLAYMENT IS PERMITTED SUT MUST 5E PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR A5TM D Po-'51 GABLE END 1X4 DIAGONAL 5TM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) ,m 24' O_C. MAX S IMPSON HETA-16 (TYP) VERIFY vW/ TRUSS PLAN LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36' O.C. MAX a TRUSS 5TM. CHORD, SECURE W/(3) 106 NAILS 6 EA. TRUSS CHORD BRACING SCALE, I/2" = I' -O" 05 RING SHANK GUN NAILS o 6' Ot. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEAT'gING (O.S.S. TO 5E STRUCTURAL GRADE) A R C H IT E C T S 11 mU Inc. 1 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 cn W U w 0 a, M w Q A ti CREEKSIDE LOT #106 ou Pnojw T 04*321.000 4EBB {} "1828— CALI" OWEN a RIGHT PAG'1M SHINGLE MONO. SECTIONS & a; DETAILS 160 MPH EXP. C AS ARCHITECT: STATE OF ELCODA r1D 10/06/17 1/4'"=1"_0„ 2 COPY FIBERGLASS SHINGLES OVER "'30 FELT PAPER INSTALLED PER FPCR RS05.21 ON O.S,B. SHEATHING OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS 24' O.G. MAX. MTL. DRIP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS VENTED ALUM. 5QFrIT 1/2" CDX OR rt/16" Oft SECURE TO WALL MR FASTENER SCHEDULE ON SHEET D2 OR rt/16, ZiP SHEATHING S'YSTS1'r ( INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE "D" BUILDING PAPER OR PAPER PACKED LATI-4 OVER AN APPROVED HOUSE WRAP DETAIL 5 GONG. FILLED 5LK. W/ (lAk- b/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY WALL SECTION 1 SCALE: 3/411=11-011 P15ER3LASS SHW4GLES - OVER 030 FELT PAPER INSTALLED PER P15CR RW5.21 SHEATHING OR J" CDX PLYWOOD 5ECURED PER FASTENER SCHEDULE MTL. DRiP EDGE 2X4 OR 2X6 FASCIA-1 PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2" CDX OR 1/16' OS$ SECURE TO WALL PER �. FASTENER SCHEDULE ON SHEET 02 OR 1/16" ZiP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) WEEP SCREED, 5EE --- DETAIL 5, SHEET D3 2X6 /P�.t. SECUR�EJ/�W✓ 1/2 "X B I ANCHOR BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 W/ 126 NAILS 6" O.C. SECURE TO TRUSS W1 (2) 12d NAILS EMflED. STRAP VERIFY W/ TRUSS PLAN LSEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD \—DOUPLE TOP PLATE lLu HS40SR &IZE VARIES PER WINDOW CMNNG SEE HEADER SPAN CHART FOR DETAi�.g WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SiLL r— 2 x6 STUDS 6 16" O.C. MAX W/ iNSUL., SEE ENERCsY CODE FORMS FOR INSULATION R- VALUES ' t 4 G SU15FLO UED AND SCREWED AS FA ENER SGHEDUL 11 ► 5 T 2 PRE-ENG FLOOR TRUSS ( INSTALL PER M1•G. SPECS-) " GYPSUM BOARD OR J' HIGH STRENGTH cLG. POARD iX2 NAILER/DRf-T STOP — SEE ENERGY CODE FORMS FOR INSULATION R-VALUES — PRECAST L INTEL WINDOWATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL lx2 P.T. FURiRiNG STRIPS a 241' O.C. 8' GMU 1/2" GYP. WL. 5D. WOOD BASE 0' -(0" F1N. FLR. F15ERGLAAS8 SHINGLES OVER 030 FELT PAPER INSTALLED PER FPCR RSM 2.-t ON " O.S.B. SH4EATHINCS OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRiP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 112" GDX OR 1/16" 095 SE=W TO WALL PER FA16TENER SCHEDULE ON SHEET D2 OR -1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF_ SPECS.) 1/8" THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE 'D" 5UILPING PAPER OR PAPER BACKED LATH OVER AN APPROVED HORSE WRAP DETAIL 5 0 5/8" THiCK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY WALL 2 SECTION SCALE: 31/4 --0" PRE-ENG GsA5LE TRUSS SfmF STiF4=15ACK (SEE SEALD TRUSS ENG. PACK FOR SiM 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-0" O.G. (AT SHEATHING SEAMS) O.G. MAX. CONT. 2x4 OPF RAT RUN SECURED W/ (2) 12d s EACH TRUSS (2) 2x4 02 S.Y.P. D i AGONAL BRACE W/ (3) 12d°s a EACH TRUSS DIAGONAL X-SRRACiNG TO COVER 5-TRUSSES 5/8' GYPSUM BOARD OR 1/2" HiGH STRENGTH CLG. BOARD W Z-4 U( 2x4 BLOCKING E5ETWEEN TRUSSES AT FIRST (5) F=15ERGLASS 51-41NGLES OVER 5AYS 4'-0" O.C. (AT 030 FELT PAPER (OR SHEATHING SEAMS) APPROVED EGUiVALENT) ON " 0.5.5. SHEATHING OR "" CDX PL*rWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS PRE-ENG WD. TRUSS MTL. DRIP EDGE 24" O.C. MAX. 2X4 OR 2x6 5U8-5AND L6 CONT. 2x4 RAT RUN SECURED PER ELEVATIONS W/ (2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT `SEE ENERGY CODE FORMS FOR iNOULATION R-YALUES I,OOta# UF 5/5" GYPSUM BOARD OR CONNECT 1/2" HIGH STRENGTH CLG. BOARD 2x8 SYP DOUPLE TOP PLATE D3L TOE WINDOW HEADER SiZE VARIES PLATE PER WINDOW OPENINa SEE ZIP 5+4EATHING SYSTEM (INSTALLED HEADER SPAN CHART FOR PER MANUF. SPECS.) OR DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x6 STUDS tv 16" O.G. MAX W/ iNSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES " t G BFL OR GLUED AND SG D S R FASTENER HCpULE HEEL D2 — PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) —" GYPSUM 50ARD OR HIGH STRENGTH CLG. POARD — IX2 NAILER/DRAFT STOP — GONG. FILLED LINTEL 5LK W/ (1) 05 REBAR CONTINUOUS — SEE ENERGY CODE FORMS FOR INSULATION R-VALUES — PRECAST LINTEL WiNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) +'S REBAR VERTICALLY W/ GONG. POURED CELL lx2 P.T. FURRING STRIPS a 24" O.G. 8' CMu 1/2' GYP. WL. BD. WOOD 545E FIN. FLR. FiBERCSLASS SHIWGLES OVER "30 FELT PAPER INSTALLED PER F5,CR R U*.2.rt ON " O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER NOTE SCHEDULE DIAGONAL BRACE MTL. DRIP EDGE 0.Y CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCiA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS PRACE TO 5E a ANY SPAN SECURED W/ (3) 12d OR GREATER. REFER NAILS TO TRUSS ENG. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS RE iNFORCEMENT. D2 FOR SHEATHING FASTENER PATTERN 0'-0" TO 30'-0' (1) 1/2' CDX OR -7/16" 055 X-BRACE SECURE t0 WALL PER 30'-1' TO 60'-0' (3) FASTENER SCHEDULE X-BRACE (1) X-15RACE ON SHEET D2 o CENTER AND (2) 1/16' ZiP SHEATHINGS BRACE DIVIDED EG&ALY FROM CENTER YSTEM (INSTALLED PER / ANt6F. SPECS.) TO END 2X4 W/ 3/8' X 5 LAGS J GABLE 632" O.G. MAX. OR SIMPSON MSTA-24 a 4� X— BRACING 32' O.G. MAX. DBL TOP PLATE SCALE: 3/4" =1' -0" 2X STUD 16' O.G. MAX. WALL SHEATHING 2x8 SYP I2 Woor-) STUDS AT 12" O.C. MAX 2x8 P.T. 5YP *2 SOLE PLATE WEEP SCREE ASTM cJ26 -C 4 63 G (SEE D i 2/ ) OE5 REBAR is 16" O-C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN, R-4.1 INSULATION Z Iu f WALL = SECTION — WOOD ]FRAME TO } 1 B LOCK WALL M PROVIDE EA BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTIL TION PER FBEC R4 2.2.3 EE ENERGY CODE FORMS :)R INSULATION R-VALUES. GYPSUM BOA OR iGH STRENGTH CLG- CARP iMPSON ;P2 6 EA. XS STUD "" DRY WALL " DIA ANCHOR AT 16 " O.C. MA>< EMBEDMENT AiS DIA. WASHER PI BOLT WITH -l" D 2 II (1) COURSE TIE -SEAM POURED SOLID WiTH CONCRETE. (1) 05 REBAR 140RIZONTALLY PRECAST LINTEL WINDOW ATTAG MENT AS PER MANUFACTURES SPECIFICATION PRECAST SILL lx2 P.T. FUIRRiNG STRIPS 16 " O.G. 8" cMU 1/2" GYP. WL. S (1) 04 CONTINUOS REBAR WOOD SASE 04 REBAR 48"LONG W/6 " HOOK a 2 " O.G., MIN. 24" iN SLA 2'-0" (r-ll N. IN SL,45) 'IT `--3 1/2" GONG., RE iNF. W/ 6 "x6 " a 4 W1.4XW1.40 WWM ON (o-MIL L4_ POLY ETHYLENE VAPOR 14 RETARDER ON •4 d WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE ORA-CARE 2 - oil //-\—(3) 05 REB R CONTINUOUS ON CHAIRS -PRE-ENG GABLE TRUSS SPF STIFF5ACK (SEE SEALD TRUSS ENG. PACK FOR SIZE A CONNECTION) 2x4 SPF BLOCKING BETWEEN -r= ICCi=C At tltML't /t_ 1 t= A VG AI AA (2) 2x4 112 S.Y.P. DIAGONAL BRACE W/ (3) 12d's o EACH TRUSS DIACONAL X-BRACING TO COVER 5-TRUSSES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD NOTE: DIAGONAL BRACE CENTER OF TRUSS SPAN OR HiGHEST RIDGE. DIAGONAL 5RACE TO BE a ANY SPAN 15'-0" OR GREATER. REFER t0 TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0" TO 30'-0' (1) X-BRACE 30'-1" TO 60'-0" (3) X-BRACE (1) X-BRACE a CENTER AND (2 ) BRACE DIVIDED EQUALY FROM CENTER TO END 2—STORY GABLE END CROSS ,BRACING SCALE: 3/4" =1' -0" WOOD SHEATHING WR5 LAYER *I, STUCCO WRAP WR5 LAYER 02, FORTIFi5ER BI�ILONG PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER o -t" O.C. MAX 1/8' TEXTURED FINISH 4 WOOD "M" TYPE CONTROL JOINT FRAME TO 5LOCK CONNECTION SEE DETAIL 15/D1 6' METAL LATH STRIP 6' WiDE STRiP SELF ADHESIVE FLASHING, CLEAN MASONRY 5EFORE APPLYING TEXTURED FINISH a MASONRY 8' CMU VERTICAL CONTROL BETWEEN DISSIMILAR MATERIALS 4 SCALE: N.T.S. 3/4" T 4 G 5U5FLOOR GLUED AND SCREWED AS PER FASTENER SC4HEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T. CMU) W/ (S) 126 NAILS a E C� 55 PRE - ENG OOR TRU ( INSTALL P G. SPECS.) GONG. LL L I EL BLK W/ RE4CONTINUOUS IRBON FASTENING DETAIL SCALE: 3/4" =1' -0" �� ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY IEEE SHOP DW35.) EXTERIOR WALL STIA (WALL SHEATHING Ni 84OLN FOR CLARIT FASTEN STUDS TO 5LOCK WA WITH USP M5TA48 STRAP Wi FASTENERS AS 54OWN. INSTA STRAP a EA. END TUNA SPACE STRAPS AS FOLLOU -170 MPH 'C': 32' O -160 MPH 'C': 32' C -I30 MPH '5': 48' C -140 MPH 'C' 48' C TOP OF STUD WALL _ SOLE PLATE �t TOP OF MASONRY WALL GNU CK LL 1=XtERiOR WALL SI-4EATHING (SEE NOTES) FASTEN EAC44 STUD t0 D13L. TOP PLATE W/ USP 61=`T24 NAiL PER MANLIF. SPECS. YCTION AT TOP OF EXTERIOR WALL >S 7T r) _L rH _L 16- C. C. C. PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP At EACH WINDOW KiNG STUD IN ) 10d ON NAILS I t0 D C .148 DIA X I In' �LON�) —FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD BACKING — DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL GorwECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ l7) 3/16' PIA. X 1-1/4' LONG TAPCON MASONRY SCREWS EXTERIOR STUD WALL CONNECTION PTO FIRST FLOOR MASONRY WALL J JSCIALE. NTS A R C N I T E "S .� n or Inc. .41 N. RONALD REAGAN BLIND. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-•4078 www. a bc[esigngraw p. cam #: C 03325 CREEKSIDE LOT #106 PROJZCT# 04321.000 �aors 4EBB 1828— CALI" RIGHT P/,ei' M SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C AtfCHrMCT: STATE OF FLORI gi+ 10/06/17 SCE 1/4"=11_0" samom 133 DBL. TOP PLATE 2X4 16' O.C. MAX SECURE 2x4 W/ 2-1/4' TAPCONS OR DRIVE PM (MIN. SHANK SIZE .145 MIN. HEAD Sim 300 rl N. EMI3EOMENT I Y4 6W1fN EA END NOT t0 EX lS' Qsm m WITH *NCTE: NAIL 5�41=-AT4NCz TO ALL 2x AS FER EXT. 5�4EAt�4ING NAILING, Sol 4" C.C. 1 IAx a EDGES 4 ro"-a" C.C. t-TAX IN t�41=- MELD tj BLOCKING - T HEAl-PWa -12d PER I3LK. EA SIC SECURE 2)(6 MIN. TO BLK W1 (2) )5 XS' A -BOLTS 4' EMBEDMENT 1 A W/ 2'X2"XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR H IN JOINTS PRIOR TO FILL( z n__ DBL. TOP PLATE 2X4 16" O1C MAX— I I IFT EXTERIOR ARCHWAY WITH WINDOW SCALE: 1/2'-1'-0' /'CLOSED VALLEY FLASHING DETAIL cJ N.T.S. 1/2" CLG. BOARD 2X4 D5L. SP4*.S2' O.C. M TOP PLATE TOP 1 SOTTCtr TRUSS 1/2' CLG. dOARD- •2X4 WOOD 1/2' pRYWALL� STWP$ a16' Or., UON. -2 T. 2X- STL So*" O.C., LI.CN. -WALL SECURE ST. 1/2' PLATE TO SLAB J2' DRYWALL 32' W/ IValM T aQi NAIL a 3� MAX SEE FOUNDATION CONC. SLAM, FOR DETAILS SEE FOUNDATION FOR DETAILS 1—STORY INT. BEARING WALL (NO UPLIFT) SCALE: I/2' =1' -0" iaw�� 51=4032' O.G. M MSTA-36 32' MAX SP4a32' OL. -2X4 DBL. TOP PLATE - PRE -FAB TRUSS SECURE 2X4 TO WOOD W/2-12d a 6'-S' O.C. STAGGERED SECURE 2X4 W/ 2-34' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 ;'TIN. EMBEDMENT I Y4' WAS 8' EA. END NOT t0 EXCEED a, O.G. MASK 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK, EA. END 1/2" CLG. 1/2 DRYWALL MID -WALL SECURE BT. PLAT TO SLAB W/ imd MASONRY NAIL a 32" O.C. MAX -2X4 PT. PLATE CONC. SLAB A f RC; U,4%T' 1ST. PLACE 1/2' CDX 2 XTERIOR ARCHWAY SCALE: I/2"=1'-0' 2X4 SECURED TO rsASLrmrmNG W1(2JI2d 6' O. 2X Cu TO ex 5 W41)I A. UPRIGHT PRE -FAB TRUSS PRE -FAI3 TRUSS CONT. METAL TRAC &, 7010 t It 1/2" PIRRYWAL 2X4 WOOD CHANNEL SWAP!eED STUDS 024' STUDS 24' QtACU OC. LAYER 7' W ATT TO EACH SIC) a 12, O.C. CONC. SLAB a -GONG. SLAB 5P4032' oz. MAX-4 1-STORY 1-STORY INT. BEARING WALL TYP. INT. WALL C��ON- BRG. ) g�PLI.�T_� I' LI== TRUSS TO WOOD FRAMING S I1" fPSON MTS -12 -�" PRE-ENG. TRUSS DCR40LE TOP PLATE � 2x CONTNNOUS STRESS DBL. 2X TOP PLATE ILOCKING MID WALL 1/16, O.S.B. 2x STUDS a 16' OL. MAX, OR 7/16' ZIP SHEATHING u.o)� SYSTEM (INSTALLED PER MANUF. SPECS.) ' T s G SUE3FLOOR Gl-IED 2X BLOCKING a AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2' CDX z IST F R STUDS; TO a L STUDS 2X STUDS 16' O.C. MAX M5TA-36 a 32' 2X BTM. PLATE AyC 3/4' FLOOR DECKINCs PRE- ENGINEERED FLOOR ER ` PRE-EWx FLOOR TRUSS P06SLE TOP PLATE D TRUSS 2x CONTINOUS STRESS —r BLOCKING MID WALL O CONTI US SHEATHING TO BEGIN AT TOP OF BLK — 2x STUDS a 16' O.G. MAX, W1 114" GAP FROM BLK. TO O,S,B. UA1�1. 1/2' GYP. WL. 50. O2 HORIZONTAL 2X S,PP. STRWGTURAL BLOCKING AT SECURE BT. PLATE TO PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SLR W1 i'x9" ANCI-IUR O3 REMAINING AREA TO BE SHEATHED FROM D5L. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. �� SIr1PeoN H1GH Srr�NGTH 4, EPDXY I" EMBED. MIN. ® SHEATHING a TOP OF WOOD FRAMED WALL TO ESE STAGGERED MIN. OF I&' FROM SHEET BELOW • • ' S IMPSON SP4 a 32' O.G. MAX ® INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9 INT. 2—STORY L.B.W. EXT. WALL SHEATHING SCALE: i/2'=1'-m' 4 SCALE: 1/2`=1'-0' 1-STORY TYP. INT. WALL METAL STUDS SC NON-BRG. c p � ❑o SEcuRE 2x4 oN FLAT TO BLK W1 CUT NAILS. SIDES: 2X6 GARACsE DOOR RUCK W/ (5) )j'XS" A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TD FILLING. 1-2X6 PT BLOCK a CENTER Or - DOOR HEADER WKI) )j'XS' J-BOLTS 4' EMBEDMENT W/ 2"X2'4' WASHER AND NUT. ALL ANCHORS SHALL 5E IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: ' GDX PL W, OOD 6'=0" Of=ENIN(2; tl 4 v 4 4 4 PRECAST LINTEL a a _ 4 , 4 4 4 ° ° 4 TO SECLki E TO FRAMING, NEED MIN 1 1/2', LESS T 14 -- 4 ° 1 1/2', WINDOW MUST tl SECURED TO 4 4 �., 2x4 L CUNE 2x TO ESLOCK W1 (2) a 4a J' x3' TAPCONS OR DRIVE PIN MIN SHANK SIZE .145) ° IN EMBED. I J") 4 WITHIN 0" OF EACH END AND 18' O.G. MAX SPACING. ° ° ° a CM.4 WALL-1° 1 Q 4 ° tl 4 I d ° 4 ° d d ° -� 6 d 4 a d a ° 4 v a tl d 4 IL Q q a Q �►--y� ARCH WINDOW FRAME TYP. EXTERIOR WINDOW/ j�_��S1��PENILr WD FRAMED SCALE. 3/4" =1' -0" PRE-ENG TRUSSES W1 TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX HEADER SIZE PER SIMPSON LSTA EA JACK SPAN CHART. STUD, SOT E5 OPENI DOOR/ WINDOW OPENINCs� NG UD 5EE HE DER SPAN CHART FOR DETAILS j AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO 13E SECURED ONE PLY a A TIME. lolia USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED it SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SI-IEATWWx TO LAP TO BOTTOM OF PRE-ENG'D TRUSS PELOW_ SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE. 2x 0196,111 AX W/ E H PING T O SE ITHI INDOW/ POOR Ni NG7 SECURE PER N A I SCHEDULE I St S C A PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS 0.8 iG OR CDX PLY ATTACHED PER FAS ER SCHEDULE ON SHEET D2 OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS SAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS a 16, D.G. MTS-12 a EVER STUD 2X4 1ST. PLATE DORMER ATTACHMENT 15 SCALE: I/2' = I' -m' 2x RIDGE ONE SIZE LAR3ER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) lmd GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS lxS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) Val GUN NAILS a EA. TRUSS' RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENCs TRUSSES PRE-ENG. TRUSS - ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'Cs BETWEEN TRUSSES HEADER SIZE PER SPAN CHART. DOO R R OPENING TYP. INTERIOR DOOR OPENING WD 1 1 SCALE: 1/2"= I'-0' *5 REBAR VERT. IN SOLID GROUTED CELL - 5/8' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C%4LV. STI✓EL TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl I/4' LACs VERTICAL E RACK SCREWS BY MAUF. 1' MIN. FAStE=NE=D TO SLIDE ROOM TRACK BRACKETS 1w 1/4'-20XI/2' CARRIAGE BOLTS AND LOCK NUTS. PRE-ENGINEERED TRUSS rt/16' 05.5. 4 CONV. FRAMED ROOF SCALE: 1/2' = I' -O' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 16' O.C. MAX W/ SHEATHING. SHEATHING TO 13E WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING: STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH ENP 4 NO MORE THAN 12' OL. STAGCsEREP 1/2"x9' A.S. MIN.'T' EM13EDM`ENMT S' FROM EACH -END 1 32' O C. MAX. 5104 OR 145 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES -OF OPENING. LINE OF SLAB CORNER BEAD SEALANT e BACKER ROD a' CMu SEE STRUCTURAL FOR RE INFORGEMENT -2x6 P. r. WD ATtACHED TO FILL CELL AS PER PRODUCT SPPROVAL REa FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) OVERHEAD DOOR BY OTHERS 1 GARAGE DOOR JAMBS SCALE: 1/2"=1'-0' Owe.. rr • � Ir` . / i N `i • li s • KNEE WALL DETAIL @ ENTRY " 1116 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL " Mo0 UPLIFT (2) SIMP60M PTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT -POURED LINTEL PR1=-ENC� TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' CO` 2' APART TRUSS ANCHOR 12 RETROFIT N.T.S. CONTROL DATE: 07/01/15 A R C H I T E C TS es ri n I Q Inc. L ti t.L IV. nVINMLV rVF_M%AMN DLVLI., LONG11it;;'OOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J f� CREEKSIDE LOT #106 Pnozz T# 04321.000 a� V� 4EBB 1828— CALI" RIGHT MISC. DETAILS 1An MPH EXP. C ARCHITECT STATE 4F FL.ORDA l2 np 10/06/17 SST D 4 File COPY A R C H IT E C T S Building Permit # Planning & Development Services De Building & Regulations Divisi Product Review Affidavit Owners Name nt Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (48) (+50) / (-50) Ply Gem Ply Gem 1500 FL1 103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL1 100.1-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) (+SS) / (-55) Ply Gem Ply Gem 1500 FL1 104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door g +33 -41 ( ) / ( ) +25 -50 { ) / ( ) PI Gem y Builders Series FL14634.1-R2 Non Impact p distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL1 037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) J (-47) (+50) / (-50) Therma-Tru Smooth Star FL1 225.5-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" 0/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL 6546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap Rhino U10/20 FL17801 gauge 1 A" 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, 2 1/2" min. Less than 6' span (+47) (-53) / panel MFG. 24 GAGE FL16293-R1 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL 6293-R1 edge distance 12o c max. spacing. g " / p g• Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 1147-R1 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W En W a a W 0 A h A h SU$?JZY. de L 013S. CREEKSIDE LOT #106 PMJMT# 04321. o00 4EBB "1828— CALI" GARAGN 81MM: RIGHT PANG PRODUCT APPROVALS 160 MPH EXP. C AF IChiiTECT: STATE OF FLORA 1, 21K DAT& 10/06/17 81 T1 NOTE: NOTE. NOTE: IF ZIP e44EAT4-4ING S'r5TEM 15 APPROVED BUILDIWz WRAP IF ZIP SHEATHING 5''r'STEM 15 INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6 " MANUFACTURER' 6' VERTICAL LAP5 (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE �n ENDS) 4 6' * EI: ITrr� O SE TAID LAPS. WRALATH VERTICAL LAP To BE 1" INSTALLATION PROCEDURES APPRPOVEDRI AL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED HOUSE WRAP. FLASHING TO EXTEND oNro PIPE WITH FORTIBER SHEATHING TAPE FLASHIN / fT 1' OR LE55 PIPE —6'x6' SELF -ADHERING MEMBRANEPREFOR`TED CONTROL JOINT -� �' THICK, 3 COAT CEMENT PENETRATION FLASHMA ERIAL)(COMPtfBLE W/ HOUSE FLANGE OF CONTROL JOINTS T PLASTERWRAPMATERIAU OVER 4"x4" SELF -ADHERING MEMBRANE FLASN^G OVER APPROVED BE WIRED LIED TO LATH a 9" � WRB LAYER *2, FORtIFfBER � HOUSE WRAP. O.G. MAX (VERT.). NOTE: DO %ILDING PAPER " MIN. LAP METAL LATH NOT FASTEN CONTROL JOINT TO / , FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH �X X X X 1 W LEG MAY BE USED TO TEMP. FASTENED 07' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION GUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO YWRAP METAL LATH SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF FLASHING SELF -ADHERING MEMBRANE � 7" O.G. MAX VERTICALLY STEP �I STEP � FLAS4-41NG WOOD SHEATHING OR -1/16' ZIP SHEATHING WRB LAYER "I, THICK, 3 GOAT CEMI=Nt SYSTEM INSTALLED PER STUCCO WRAP PLASTER -- STUCCO YWfZ4P MANUF S GS.J METAL LATH 6' MIN PAPER LAP SELOu ONLY / .' WRB LAYER "2, FORt11=1BER WRB LAYER 02, FORTIFIBER WRB LAYER 01, FORtIFfBER BUILDING PAPER BUILDING PAPERII�CxA7HAPER GO WRAP 6'xV SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' ' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED AP MIN. WOOD SHEATHING INSTALL FASTENERS (CLIPS, PLES) ASI HOUSE WRAP. LATH SHALL NOT �" ro a° 6' ro s' REQUISTRARED TO SECURE f3E CONTINUOUS MIN. MIN. SYSTEM STALLED IPER FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE t0 FRAMING ' 4"x4" SELF -ADHERING MEMBRANE THROUGH CONTROL \fhi^ UP. SPECS.) FLASHING OVER APPROVED JOINTS BLOT SHALL ENE STOPPED AND ' HOUSE WRAP. TIED At EACH SIDE. I° MIN LATH PER ASTM C1063 PROVIDE 2X4 BLOCKING �.10.1.4 PLACED FLAT MAX, b' TO 8" �AaLL LAP R FLASHING TO EXTEND ONTO PIPE FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON AP E R LAP' CONT. BEAD of SEALANT NOTE: \ STRUCTURAL STUD SCALE: 1 1/2'=I'-0" INSTALL APPROVE HOUS I. FASTENERS FOR LATH TO BE NAILS OR ---_. l D EWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TEES t0 BE (NO. IS) 004rt5' WIRE ,/ 1 SHEATHING 3. BLOCKING SHOWN MAY 5E IN ADDIT107 \ t0 WALL STUDS REQUI�D PER PLAN / i ELAStOMERIC COATING OVER STUCCO/ I G.V. FINISH (SEE TYP WALL SECTION) � � I VERTICAL LATH & PAPER DETAIL WOOD STUDS Exterior lathing and plastering SECTION PER FBC R703.6.1 SHEATHING Exterior use of por land cement plaster NODE: OR 1/16' ZIP SHEATHINGS SYSTEM shall comply with the application SIDE LAPS OF METAL (INSTALLED PER PE MANUF. SCS.) i requirements of ASTM C 926-12A. PLASTER BASES SHALL BUILDING NOTE: BE SECURED TO 6" MIN. Installation of exterior lathingand framing FRAMING MEMflERS. PAPER shall comply with ASTM C 063-12A. "M" TYPE CONTROL JOINT THEY SHALL ENE TIED � LAP INSTALLED, PLEASE SEE IS BETWEEN SUPPORTS MANUFACTURERS WITH 0.0475 UCC -IN. (1.21-MM) STO ° LAP & LATH WIRE AT INTERVALS NOT 3° LAP 1P PAPER INSTALLATION PROCEDURES MORE THAN V (22S-MM). AS PER ASTM GI063 1 I. FOLD INWARD w Pr. A 1. FOLD INWARP w 10T. A 2. GREASE w PBr. ®FOLD ® KIC KO UT FOR REPAIR TEARS HORIZONTAL LATH FIFE M WRB LAYERS, TEARS MAY BE PATCHED &PAPER DETAIL /HOUSE WRAP TAPE )N,T,S, PER MANAlF. SPEC. OR FOLD PEEL 4 STICK ® I/16" ZIP SHEATHING 51'STEM (INSTALLED PER MANU1=. SPECS.) OR '3 L FOLD INWARD w 4 I. FOLD INWAi-0 w Pr. A WOOD SHEATHING Pt. A O s. cREA65 • Pt. B UJRB LAVER 01, z. CREASE w Pr. S 3. CREASE is P* G STUCCO WRAP 3. CREASE w Pr. c 4. FOLD Pr. C OVER PT. B TILL Pr. C TOUCHES 5 1- CM FLANGE k' g" THICK, 3 COAT CEl" LENT PLASTER EE N 1) - ;� METAL LATH ® ©FOLD o X }' LAP WR5 4 TAPE OvER i� 11�1 PLAN C uJ�5 + ROOF/WALL SCREED FLANCSE 11� uat1=R tic�+. NOTE: REAL. FO-D, D2 IF ZIP 54-4EATHING 5'rSTEM 15 SOT CUT. INSTALLED, PLEASE SEE z GAL "M TYPE CONTINUOUS VRE3 L A � � *2 ( F O �T I F I E5� — — — — — — � -� GALV. METAL FLASHING MANUFACTURERS z 5 U I L D I NG: P A P E f' INSTALLATION PROCEDURES i' PLASTER coat ca=MENt (NAIL TO R001= DECK, NOT PLASTER WALL SHEATHING) WRB LAYER 02, FORTIF15ER = BUILDING PAPER CAP SHINGLE - DO NOT NAIL, �''�� X X X X WRB LAYrR 01, INSTALL WITH ROOF CEMENT.'w %nn stucco WRAP �Tl�CCO a7 LAP LAYER 0BUILDING WRAP 4 `�"� �OVER NAILMVG FLAt`K•+E, SLOP 8. IWOr/WALL SGFMSP z ROOF CEMENT WAL 5xr2 SHINGLE ROOFING UJOOD J�IE AT�4 NC; ASH ITvG L FL Qo. oR -1/I6 ° ZIP 5+4EATHING SYSTE1`-1 .. U- ,�► -out 1 LA84+MCs � � (INSTALLED PER MANUt. SPECS.) DETAIL) �• - NOTE: 5E L AD � 5 I VE FL A5� ING � .. IF ZIP SHESYSTEM IS NOTE x INSTALLED, PLEASE SEE MANUFACTURERS METAL LAT�4= LAT�4 TO 5E fE5Z F5C FELT UVDERLaYMENt INSTALLATION PROCEDURES vpf � WATER tlCsE-4t SEAL (BEND OR /^ y� O� SOLDIER DO Nat CUT.) IR7 0 I .& .I / 457M C - a,47 - 0 .J1 M I I `�. 2 .� � ��. )� INSTALL KICK= SHINGLI= ROOFING FLASHING AT BOTTOM OF ROOF i WALL INTERSECTIONS f= E 1R S CQ . i� D C l� T I I O fi� 1� 01-1 11� DRIP l OVERLAP 3' ExTEI%0 1/2' SELOW S4EAT4W*, MECHANICALLY FASCIA ORA10 LATE DOES NOT 1 I E E T Sf= E C IF I CATION S FAS' EN 4' Or- MAX L � � F L A S � I � JLy T I H A R C H I T E C T S R tso n nc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 8tT'BDM ale LiOT: CREEKSIDE LOT #106 P80"=T# 04321.000 x0l)MU 4EBB 1828— CALI" ctAnAlaz awnq G: RIGHT P/GZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C AIRCFiITECT: STATE OF FLORIDA OCT 112 a � 10/06/17 BCAXM:1 /4„ =1, _ o„ 1 WAI - File COW NOTE: IF ZIP SI�EATI-fINC� SYSTEM 15 11�S�ALL 6' SEL1=-ADHERING ME INSTALLED, PLEASE SEE M�3fv4NE FLASHING OVER STUCCO COP, SIDES) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADI4ESIYE WOOD CONSTRUCTION SEQUENCE OF FLAS-IING TO BE: OVER TOP SIDES rt/16" ZIP SHEATHING SYSTEM 111(o' ZIP SHEATHING SYSTEM I. BOTTOM, 2. SIDES, 3. TOP I` (INSTALLED PER MANU1=. SPEC5.) OR (INSTALLEZ) PER MANU1=. SPECS.) OR X: VENT GAP IS TO BE SET IN 5ED SELF WOOD SI-4EATPNG WOOD SHEATHING X OF SEALANT AT TOP AND FLAB-4fi�C� WR5 LAYER 01, RAP SIDES ONLY. SEALANT IS TO BE UNIT WRR LA1,ER #I, STUCCO ; COOLED SO AS TO DEI=LECT STUCCO WRAP WRB LAYER *2, 1=ORTIF15ER i WATER AWAY FROM JOINTS. 3UILpINC-� PAPER �l X E-Z BEAD A ouND PREttANUF. DR"r'ER VENT -AP SEA NT ALL VENT CAP (SET IN LURE LA I3ER METAL LATH X JOINT TE GTIONS CONT. SEALANT I, r WOOD/8' TEXTURED AT PERIMETER OF 51J I L I CONSTRUCTION ,' �EIN151-I WOOD BACKER ROD I N E 1=RAME AND BTUGCO ;' �:.' 1=A5TEN TO WOOD STRUCTURAL. L'` IDES, Y4" CAULKING JOINT SEALANT MEMBER +� I' O.C. MAX AL AROUND K, 3 GOAT CEMENT a, GMU ' TOP 4 SIDES t s PER FBC R703.6.1 PLASTER V TO Y MID -WALL WEEP SCREED Exterior lathing and plastering41 SACKER ROD Exterior use of portland cement plaster q shall comply with the application DRYER VENT(BLOCK) To Y8° MID-UJALL X requirements of ASTM C 926-12A. WEEP SCREED fo" WIDE STRIP SELF Installation of exterior lathing and framing ADNE5IVE FLASHING, GLEAN ir' X shall comply with ASTM C 1063-12A. MASONRY BEI=ORE APPL?'ING 6 SELF-ADHE51VE WR5 LAYER *1, FL,45HING TEXTURED STUCCO WRAP ; X NNISN a MASONRY HOODED VENT OVER INCH GAKPER WOOD FRAMED T�+ICK, 3 GOAT CEMENT FLASH" F WALL � B HORIZONTAL WEEP SCREED PLASTER (FRAME TO BLOCK) METAL LATH _ HORIZONTAL WEEP SCREED PIPE TI-4ROUC�� WALL -'� NOTE: WR5 LAYER *2, FORTFIIER (FRAME TO 1UOODING PAPER IF ZIP SHEATHING SYSTEM IS WOOp SHEATHING NOTE: _ IF ZIP SHEATHING 5`r STEM IS INSTALLED, INSTALLEp, PLEASE SEE PLEASE SEE DRYER VENT(FRAME)INSTALLATION PROCEDURES S INSTALLATION PROCEDURES A 6 SELF ADHESIVE FLASHING ( INSTALL PER MANUF. SPECS.) OR 1/16' ZIP 81-4EATI40* SYSTEM (INSTALLED PER MANUP. SPECS.) BUILDING PAPER WOOD SHEATHING UNDER "QUICK FLASH" wRB LAYER #1, STUCCO LAYER *I, NOTE: GUT OPENING IN STUCCO WRAP s STUCCO WRAP IF ZIP SI--IEATHING S`I'STEM IS APPROVED HOUSEWRAP WRB LAYER'2, FORTH=1BER INSTALLED, PLEASE SEE " BUILDINCs PAPER FOR SOX INSTALLATION MANUFACTURERS WOOD INSTALLATION PROCEDURES CONSTUCTION CUT X' INTO f WR5 LAYER *I, SELF -ADHERING VENT PENETRATION rX f METAL H A STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. L ASI B D APPLY SELF -ADHERING 6 IS AND 1000D SEATI-EINC-r: NG OVER BOX AND OVER ER X�' MID -WALL 1 "" 1 EP SCREEQ APPROVED WR5 LAYER *I 5TE�= 1 5TE�= 2 6' WIDE STRIP SEL1= ADHESIVE FLASHING, GLEAN MASONRY 5EFORE APPLYING APPROVED z FLASHING - BELOW R,4P wRB LAVER *I, STUCCO WRAP ELEC. METER FIELD I `� STONE VENEER VERIF'r' LOCATION ELEC. METER FIELD OVER SGRATG I GOAT YERIE LOCATION CUT SUCH THAT - APPLY 60 MIN S:EL1=-ADHERING NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCR'4TG+-� C0,4T AF'PL1' t0 FACE SELF -ADHERING HORIZONTAL WEEP SCREED AND ONE (1) LAVER OF PAINT EDGE PLASHING OVER ' PRIOR TO INSTALLING ELEC. HORSEwRAP ~ .s W STON]E VENEER METER �- WR5 LAYER *2 FORTIFIBER (FRAME TO BLOC K� BUILDING PAPER C,4VIT1' TO SE FILLED 1117+4 RIGID I=OL�'1'"I'EiRIC e TF '*3 f , L � E N �ISOC�'ANOTE-POL1'�3LEND FOAM ("GREAT STIFF" OR SIMILAR DR,41N,4G E PL,4NE CI�JRB APPL`r A SILICON COATING A O E SASE SEALANT AT POINT TUCC OVER STUCCO/ G.V. FINISH LA�ER #1, 5TUCCO UJRAP) Ti4 4T ELEC. LUIRE PENETRATES APPLY E-Z BEAD • o • o • o • o (SEE TYPICAL WALL UJR�3 LA�''Efi�: #2 CFO�'T�11=1SER - — — — - OVER 6>a MIN ° .°.°.° ° _ sEctfow \ GRADE "D" • o o . ..; l.�l IN ,4 ) AREA TO RECEIVE °. .° 5 LD G P PER FELT -PROVIDE o° °o METAL LATi-I STUCCO 5CRATCI 4 COAT SEALANT AT ALL ° ° o 1�iET,4L �,�,T�--� X X X x 4 1 COAT OF PAINT LU�5ACK- JOINTS AND 0 o y ' ROLL PRIOR TO INTERSECTIONS �' STUCCO I -a ELEC. METER INSTALLATION . o. o. o. o - . G..- 44 PROVIDE STUCCO 5CRATC� COAT LARGER Tk4N TEE ELEC. WOOD 5�4EAT�ING METER. CAN OR METER. CAN OR rt/16" ZIP SHEATHING 5Y5TEI-I COM50 OR METER CAN AND (IN5TALLE© PER t"IAI�UF, SPEC5.) - — — — — DISCONNECT SELF-ADHESIVE L S ING STEP � e T P NOTE 1" «TAL LATE: LATE To PER 1=5C ELECTRICAL RECEPTACLE ]ELECTRICAL CONDUIT R703.(0.1 / AST1`" I C-S47 - Oe, 1-IIN. 2.F5 LSS. PER �Q. WARD (uTIL ►T� OR NOMINAL PENETRATION LAT+4 DOES NOT ' E`` 5PECFICATION5) A R C H IT E C T S DesOnc. n 1 V u p 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w g j A A CREEKSIDE LOT #106 Pnozzm# 04321. 000 bwDma 4EBB "1828— CALI" F-AnAOR RIGHT PAGW. WALL ASSEMBLY DETAILS 160 MPH EXP. C rARCHITECT STATE CUFF FLORIDA PUMINT 10/06/17 91CALJ: 1 /4" -1' - 0" TO--g7 WA2 File COPY _, EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LATER *l, T., _-WEAtI-•4ER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER *1 WOOD WR8 LAYER *2, FORTH=f 3ER 3" X 3' 26 GA. GALV. I WEATHER RESISTIVE CONSTRUCTION BUILDINGS PAPER PRE-ENG'D TRUSS FINIS(--4 LATER l2 LAYER METAL DRIP EDGE BARRIER *2 K " THICK, 3 GOAT EMENT PEEL STICK) - SET IN FULL BED OF _ __.._.-------_- 6 SAS. s/4 HAT CHANNEL WEATHER RESISTIVE 6" PEEL SEALANT, }� MIN. , W/s/s" TYPE 'X' DRYWALL'LAStER BARRIER *I SPACE FROM DRIP PEEL E STICK 6" S.A,F. P P SCREED WEATHER RESISTIVE STICK g DRIP FACE TO TREX S T f H SC BARRIER "2 EDGE TO 1j 1 i{z"x3" 'L' FLASHING t0 NCx WEEP REED ! � `' �\ ,, FULLY EMBEDDED OSI IN THICK, 3 GOAT GEMEN' DECK * I� P R I E S i IN ROOF= CEMENT WOOD 64-IEATHINCs W g PLASTER + .. 1 X' X 3' 26 CA. CsALV. .., . � .. \ METAL LATH I Y4" GAP FOR BACKER METAL DRIP EDGE * ` ` I ROD 4 SEALANT t SET IN FULL BED OF WRB LAYER 1, / \ WOOD SHEATHING 1"X1 3/4" P.T. OR SIMULATED Y4" GAP FOR BACKER " STUCCO WRAP — 5EALANTJJ MIN. ,` �\ WOOD (TREX) KILLER, ROp SEALANT SPACE FROM DRIP " THICK, 3 GOAT GEi'TENt r CONTINUOUS VINYL CASING BEAD - FACE TO TREX WEATHER RESISTIVE PLASTER AM66-WPWC-rt8s'd ^""''^'G r '' �� 6" SELF-ADHEREING - WATER PROOFING Ist t �\ WEA R SISTIVE VINYL CASING BEAD i` 1 BARRIER *1 f'� FLASHING* WRAPPED �:° LAYER l2 LAYER PEEL 4`, R *1 i - \ g TOP OF WEEP SCREED EXTERIOR GRAPE RESISTIVE `: TO SHEATHINGS ®FLOW FURY WALL STICK) WRAPPED FROM s -- ,ATHE SISTIvE WATER PROOFING Ist . ,: - ; ? i RIE *2 BALCONY DECK TO p R I 02 AY (2 AY - - XT I COLUMN WRB LAYER *1, 4" SIT( IN "THICK, CANTILEVER APARrFMCLAWrr L ER LAYER PEEL- „ re N SHEAt+-IfNG 3 GOAT CEMENT 4 STICK) A AW FOR CLARITY STUCCO WRAP POSITIVE :-.)RAIN PLASTER E MEMBRANE, 1 r ` W.BEP SCREED 6 PEEL 4 STICK ; r ti VINYL CORNER BEAD DRIP EDGE TO PECK j t6 &AP. WRB LAYER *2 FORTIFI$ER ` i NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE D OVER DRIP PEEL STIC 1 i(2"x3' "L" FLASHING g 15UILDINGs PAPER `' FULLY EMBEDDED IN I (SHOWN FOR CLARIFICATION OF ®® 3' X 3" 26 GA. GALV. SUB FLOOR SEPARATE ACCESSORIES ONLY) - = ROOF CEMENT — - ------ r' S OF ' P 1 ` d 6" SELF-ADHEREING - TIN FULL BED SEALANT, V MIN. ------------- ----- ---- WRB LAYER *1, FLASHING WRAPPED 1� , R SI 6kATED L METAL DRIP EDGE V _ WO (REX) ILL R, SPACE FROM DRIP v "Xi Y T. OR SIMULATED SET IN FULL BED OF � CORNER OF CANTILEVER ' FACE TO TREX SEALANT, X�' MIN. STUCCO WRAP ' 4' POSITIVE DRAIN ON N S I OD TREX) FILLER, SPACE FROM DRIP VINYL CASING BEAD AMIGO AM66-WFWC-1W 1 WEEP SCREED FOR BACKER NTINUOUS /FACE TO TREX CUSTOM CASING BE�4D �`. p SEALANT I WATER PROORG PEEL Y4 GAP FOR SEALANT VINYL CASING: BEAD _ _ Ff SH LAYER (2 LAYER OPT. BACKER ROD. - -- PEEL d STICK) STICK) WRAPPED FROM I I WATER PROOFING 16t MODIFIED 9m 11: AN �� V� DRIP 3/4 RESILIENT I ;, BALCONY DECK t0 LAYER (2 LAYER PEEL 4 FROM NO GAP IN FIELD 1 `+ HAT CHANNEL I I.. CANTILEVER 3/4 RESILIENT 1 `'' (SHOWN FOR CLARIFICATION OF NOTE: 10 1 `' ` T ' ` y BALCONY DECK TO VINYL CASING BEAD HICK, 3 COAT CEMENT HAT CHANNEL CANTILEVER :< I SEPARATE AGCi=SSORIES ONLY) IE ZIP SHEAATHING SYSTEM IS EDGE PLASTER VINYL CASING BEAD CASING LEAD INSTALLED, PLEASE SEE METAL LATH ML`�R`�11.�FAGTURERS :,% , M 1 ..' THICK, 3 GOAT CEMENT DTL. CANT. WEAWOOp ER REST SHEATHING VE -., ' M 7, " ` PLASTER 5/S' TYPE "X" DRYWALL 10 A INSTALLATION PROCEDURESLIEGENij W/1'EXTURED E PAINTED BARRIER *1 5/8 TYPE X DRYWALL METAL LATH SGGALE: 1 1/2'=1'-0" FINISH WEATHER RESISTIVE W/TEXTURED PAINTED WOOD SHEATHING THICK, 3 GOAT CEMENT BARRIER *2 FINISH PLASTER 4 POSITIVE DRAIN" THICK, 4 POSITIVE DRAIN t� I 3 GOAT CEMENT NOTE: DRAINAGE I LANE C UJIR5 VINYL CORNER BEAD WEEP SCREED PLASTER NO GAPEP IN MELDED trI I L#�"rEfR #], 5TUCCO LUIRAF) VINYL CASING BEAD VINYL CORNER 5EAD (SHOWN FOR CLARIFICATION OF 1�E1 A L- LATH; L-A �4 TO 5E PER �5C NO GAP IN FIELD SEPARATE ACCESSORIES ONLY I I �e 1-.� I I\ 154-40WN FOR CLARIFICATION OF VINYL CASING BEAD -'7 03.6.1 / A5T1*'I C = 847 = O9, 1�1 IN. 2 -� L 55- WIR5 L-A` � E R #2 (FORT IP 15E R - - - - — SEPARATE ACCESSORIES ONLY) PER 5Q. `rARD (UTLIT� OR 1�101"I'INAL 5LUIL=DINCz PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION � COLUMN LATE DO 5 NOT 1'-I T 5P G F IGAT IONS) METAL L_AT� x x x x ( Wz" L" FLASHING) SCALE: NTS NOTE- WOOD CTION STUCCO WOOD SHEATHING NOTE: IF ZIP SHEAt ING SY E IS IINStALLED IR MAIVU�. SPI=CSC IF ZIP SHEATHING SYSTEM IS OR 7/16' ZIP 6HEAtNINCs SYSTEM INSTALLED, EASE INSTALLED, PLEASE SEE MANUFACTU RS ' tH R 15TIVE 2x FfRA�NG; 1�EMSER WRB LAYER *1, MANUFACTURERS INSTALLATION PRi^ RESJ. UJOOD�'IEA�"# 11C STUCCO WRAP X� INSTALLATION PROCEDURES 3/4 GE44NE L HER RESISTIVE U100D S E,4��-II1�C �+AT C+'IA�dNEL � .' BARRIER � - s" THICK, 3 G0,4T CEi"IEN,T '� 5E LF = AD>I 51 VE FLA5#41NG — PLASTER _ WRS LAYER #2, FORRTIFIBER VINYL GA;sINCS DEAD _ - BUILDING PAPER, THICK,.3 COAT CEMENT 2 1 /2 " CORNEF 5E,4D -- " " AY ' 1 PLASTER 5/8" TYPE 'X" L METAL LATH,4STENED TO S�-IE,4��-I I1�1C r' I - i ' I ' W/TExTU PAI '• I" O.G. 1" r,4X. METAL LATH ! STUCCO I�JR,4P .D WOOD SHEATHINGx FINI ors �nb' zno 9NeAT�4M SYMM r ac ac. x--.•st :x-4, x---x,.--- _ I� ,+- K CIIYB'TA-1 E MR MANW. SPECS.) � � � I THICK, 3 COAT CEMENT UJR5 LAA rE 02 FO TIFI s BER HI At CEMENT C2J 2x12 HEXER PLASTER ; BI.GILDINC PAPER UJiRB LA�'Ei�' 1, 6 "SELF-AD�IERING - i METAL LATH 4" POSITIVE DRAIN ! V(.NYL CORNER ®FAD �. i +' WEEP SCREED STUCCO LUR,4P FLASHING -L- -J WOOD SE,4TINC PLODED $�� T�--IIGK, 3 COAT CE1`1ENT YINYL CASINGS (BEAD NO GAP IN FIELD I , VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF ►i'i ! CLARITY) SEPARATE ACCESSORIES ONLY) 1"IETAL L�Ti—I DRIP GAP + ' I --�, n� �. DRIP EDGE 11 D WfR5 L,4�"ER �, FORTIr-IC ER INSTALLATION 5UILD ING� PAPER WINDOW FLANGE WRB` L YER *1, ,. NOTE: WOOD CONSTRUCITON C O R N E R BEAD F R �M E STUGGp WRAP IF ZIP SHE HfNG S S EM IS I t4A INSTALLED, PLEASEg E MANUFACTU RS UJEATHER RESISTIVE II \ q INSTALLATION P URES BARRIER «� CORNER 5EAD WRB LAYER *1, FORTIFIBER WEATHER RESISTIVE CFA48TENEIR SPA4CINC� �" O.G. SUILDINCx PAPER BARRIER *2 1 , 1 � METAL LAtI-I VINYL CASING BEAD ; ' 1 THICK, 3 GOAT GEMEN� � •. � r � � PLASTER' THICK, 3 COAT CEMENT ; 5/8, TTPE "X' DRYWALL I'` METAL LATH W/TEXTURED t PAINTED (o "SELF-ADI-IERf1�lC ' • ' FINISH i� aid + srst�M "sdA�'`/�f�v. SPECS.) J' THICK, 3 COAT CEMENT CCU FLASHING 4 1 PLASTER VINYL CORP. 4° v T40<, 3 COAT CE1" LENT DRIP GAP01 VINYL CORNER BEAD -� � < POSITIVE DRAIN PL,4STER APPLIEDWEEP SCREED D I RE CTL `r TO t-IASONR1' • ` WINDOW FLANGE VINYL CASING BEAD No G42 IN FIELD (S+�06N, FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) C O R JL V Ej R B Ej 1 lD OP B L O C K CASING BEAD C) WINDOW 11EDRIP EDI�E INSTILLATION t4B15B (FRAME, NO BAND) 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 CREEKSIDE LOT #106 PROT# 04321.000 bwz.: 4EBB 1828- CALI" �GARAOR i911ENG; RIGHT PAQA: WALL ASSEMBLY DETAILS t60 MPH EXP. C t 10/06/17 MICALM 1/4 14=1' - 0" as our WA3 .File Copy NOTE: ----------------- IF: ZIP SHEATHING SYSTEM 15 Y4" GAP T,rf= TI41CK, 3 COAT CEMENTWOOD SHEATHING INSTALLED, PLEASE SEE CASING IDEA® THICK, 3 COAT CEMENT MANUFACTIJRER5 To TRIM TAL ATH SEALANT PLASTER ER cp INSTALLATION PROCEDURES IX TRIM MEMBER > WR5 LAYER 11, > STUCCO TO METAL LATH �k >� k STUCCO WRAP SIDING TRAN51TION LATER02, �=ORTIT=151H=R WOOD 51-4EAT�1NG UILZ)ING PAPER 4 51 WR5 LAYER 02, FORTIF15ER T_ UJOOD SHEATHING BUILDING PAPER WR5 L,4rr=R #11 T LUIN�:)Ouj r-RAMr= - ---- - ----------------- STUCCO WRAP / /A " ..................................... METAL LATH d ........ ............ WR5 LArER W2, PORTIF15ER >< BUILDING PAPER' frEft, WR5 LAYER 01, THICK, 3 COAT CEMENT >< /""'�WR5 LA'I"ER #2, F-ORTIF-15ER ST CkW� J / 1 4r STUCCO WRAP PLASTER ><BUILDING PAPER5E VINYL CASING (W/ FLEXIBLE PVC SACKED? ROD) (0`5ELF-A:)kERING t-IETAL LAT14 CASING 5r=Ar_) ....... ............... FLASHING </ GOAT G;Et-�ENT 7-1 VINYL ANGLED _(ExPLoDi=-D 6 FLA5HING OR PEEL 4 STICK > V' VIEW FOR CASING 5EAF.) CLARITY) SIDING TO STUCCO WRIB LATER 011, STUCCO WRAP, WRAPPED AROUND FRAMING CASING 13EAD MEM5EIR 0 (CROSS SECTION) 6" SELF AlDHE51VE FLASHING LAYER 1*1, WINDOW FLANGE -WOOF-) SHEATHING T CO WRAP 2X FRAMING MEMBER V L ANGLE12 WIO0 CONSTRUCTION DETAIL BELOW EXPLODED CASING 5EAP WOOD SHEATHING JEAT�4ER RESISTIVE FOR CLARITY WR5 LAYER 02, FORTIFi5ER 01 I "'� I—, I --------------------- ---------------- 5UILDING PAPER WEATPER RESISTIVE ------------- ---------------------------------------------- 5ARRIER 02 METAL LATI4 -------- LAP SIDING 77. 4 11V W-1 Y%AL SELF -ADHERING _---------------------------------------------------- I----------------------------------------------- I � j. �:LASWNG THICK 3 COAT CEMENT Wr if WEAT�-ER RESISTIVE THICK, 3 COAT' CEMENT ER (2;14f= T�_f=) PLASTER NN a CAeNC;; 5EAD PLASTER STARTER STRIP WEAT�IER RESISTIVE \ \ -R 02 TO LUINE:)OW BARRIE SEALANT METAL- LATH FLASHING v 00 NOT CALL< 0 SEAL OPENING r-LASPING j. GALVD METAL GALV' AL 'Z' FLASHING LA ER *2, �:OR_rlr-15ER zl rL DRIP CAP L I DO NOT CAULK OR I MULATED SEAL OPENING WINDOW FRAME IL I=AF=r=R T MEMBER WINDOW FLANGE OOF-) SHEATHING 5T N MEAD CASING BEAD @) WINDOW I Y4' x 61 SIMULATED 4 4 WOOD TRIM MEMBER (FRAM E, W/BAND) SEAL GAP W/CAULKING OR APPROVED SEALANT -Fr 15C STUCCO CASING DEAD SIDING TO STUCCO WR5 LAYER 01, @P BLOCK TO FRAME STUCCO WRAP NOTE-. WOOD SHEATHING IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE (0" WIDE PEEL 4 STICK MANUFACTURERS I OVER FLANGE INSTALLATION PROCEDURESWINIDOW FLANGE t-IETAL LATI4 NOTE: r=-Z BEAD VINrL CASING �IETAL LATI4; LATI4 TO 5E PER F:5C: 2X FRAMING (W/3/8" FLEXIBLE PVC BACKER ROF-)) STU5 LA*rr=R,*It R-103.6d / A57"'I C-541-09, t'*11N. 2.5 L55. MEM5ERCCO WRAP UJ00�) 5�4EA74NG; PER 5a. *T'ARD (UTILIT'r OR NOMINAL ,APPLY FULL 5E�) OF SEALANT BETWEEN LATE4 DOES NOT r"IEET 5PECF ICAT IONS) FLANGE 4 BUILDING WRAP >< BUILDING WR5 LAVER 02, FORTIF-15ER >< WRAP BUILDING PAPS 6v WODCONSTRWCTION --------------------------------------------------------------------------------------- ---------- >< T�41CXI 3 COAT C:Et*-IENT >< WE SHEArHIWsAT�eR RESISTIVE 19ARRER e ATHERRESIIvr=PLASTER RRIER 01 TO LAP &"4�% A50VE TOP ASWNrx .x >< x M� LAP SIDING W CASING WEATHER _Ez 713' E A l D'\ W I N TJ U � � >< WE =R RESISTIVE BARRIER 02 WfR15 LA"T"EF, 02, F=0FT1F=1f5EfR k� RE AL >< 1 WE R RESISTIVE 16A VIN'rL ANGLED ><IER r-LA-&+4NG WEAT�ER RESISTIVE CASING 5EAC.) 5AFRI;ZIER 02 >< ETAL LAT�4 STARTER STRIP GALV'D METAL VIN" �L CASING BEAD �x >< DO NOT CAULK OR )< SEAL 11NII,4 DO NCrr C_�,AUL� 3 C,0,4=r CEt'-IENT SEAL OMNING >< (EXPLODED g GALV'D METAL -AT� >LIZ -ER RESISTIVE >< VIEW r-OR 7 FLASHNG BARRIER'"I TO LAP LE GEND I y 6" MIN. A5OVE TOP >< GLARIT"r) W&;&' SIMULATED X TRIM MEMBER OF 7" �=LASWWz i , ::)RAINAGE PLANE (WR5 r=-Z 5EAD vINY 1 6' SIMULATED (W/%, 'FLEXIBLE 71;�_L&yxo TRIM MEMBER -EfR #1, STUCCO WRAP) SACKER R=) SELF -ADHERING LXT ro' SELF-AP4MING FLASHING F:LAS44NG WR5 LArER'*2 (FORTIF15ER CCOAT �_aIEAL GAP W/CAUL<Wx ASTER OR APPROVED SEALANT BUILDING PAPER) RESISTIVE WEATHER RES(STIVE WE BARRIER 'I"I BARRIER 01 CA S TNG BEAD RATSET-) WEATHER RESISTIVE E-Z SEAR VINYL CASNG �IETAL LAT�4 X—X—X—x BARRIER 02 (W/%'r-LEX15LE Pvc 5ACKER ROD) STUCCO L 13AND (�'RAME) SIDING TO STUCCO WEAN-eIR RESISTIVE 13ARRIER 02 IDING - 1�_JIII 17A C& FRAME TO FRAME WOOD SDI EAT4NG 1/2'=1 - 0 ' OR AW ZIP &4EATWNCs SYSTEM 1 TRANSITION (INSTALLED PER MANUr-. SpEcS.) 5ELF=-ADHIESIVE F=LA5�41NG A R C N 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 W4 01 P21 & CREEKSIDE LOT #106 P3EtOJ30CT# 04321.000 4EBB 1828—CALI GARAGE 93 IIIIIIIIIIII&IIIN—w; RIGHT PAGID WALL 1ASSEMBLY DETAILS 160 MPH EV. C AACHMECT: STATE OF FLONDA A &_ &W-9,W9 d6 I)AT]L. 10/06/17 SCAJ., -1 1/4t$=1 S-09) TIV A 4 File Copy A R C H I T E C T S CUT AT 4 Mop IN 4-k ►u! APP OVE WD INSTALL 6' SELF-ADI-eRNG FLASHINt's OVER NAILING FLANGE AT JAMBS EMPORARILY OLD -UP i SEC 064EWRAP (0 UCK FLAP BIND t I-4EAD FOLD HOUSEUJI IN AT JAM158 t SLOPE SILL R. INSTALL E SELF-AD4 FLASHING vINYL HE PLA0 4ING DAMW NA FLANGE EXTEND SELF-AD4 PLASHING BEYOND FLA814N Ca INSTALL N CAP EXTEND FLAS4.41NG'z MIN I' BELOW SILL FLEXIBLE FLA&41NCs DO NOT SI=AL 30-70M FN STEP ALIGN 1=LASWNG: W1 INT. EDGE 0= SILL R.U. MI=C.I-4ANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL OUPONT 1=LEXWRAP AS T�- FLA$41NG AT TOE )LID OWN IAGC �Ral NDO APPLY 46' NOM. :ONTINUOUS BE, 7F SEALANT AT AMBS AND 4.4E APPLY TO BACI JINDOW NAILING LANCE IN LINE 25E-PUNC�4ED 40LES OR SL01 A WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAC) scAL=:Nrs NOTE- F LF' 5�4EATk4NG; 5:"r5TEr'*'l 15 INSTALLED, PLE45E eEE IN5TALLATION ��OCsEDU(� =5 —APPLY ' MMBRANE I=LA&4INCH :) ER JOINT T IS TWr= CONTACTORS FWSSI-ONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WOUSEWRAP, SEALANTS 4 SELF-AD-4ERING FLASWIW.:; MATERIALS USED DURING CONSTRUCTIO INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS �RN1_NG: SEALANTS MAY REACT ADVERSELY IF NOI LEAN AND SEAL JAM$ TO SILL JOINTS WITI- OW 1199 1=OLLOWING COMPLETION 01= XTERIOR RETR01=1T WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER 01= WINDOW WITH SEALANT rI) i 1 ou Inc. •1 N. 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LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A W cn W W 0 U A l� A F; ,,■��g .:{.•• ,=�+gip. _ 44p,�w CREEKSIDE LOT #106 PMJMT# 04321.000 MODRZA 4EBB 1828— CALI" GARAGE SMnqG: RIGHT PA603b WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH ESP, 11 AT `N D10/06/17 �T� SICasolk, 1 /4" =1' - O" 1 } File COPY 2 x(o 5U8 - 5AND W/1 "x4" NOTCI--I 6 END, WRAPPED IN i=EEL 4 STICK DRIP EDGE -I/5" TEXTURED PINISI4 a WOOD %' TEXTURED 1=INISH Is V_lu METAL �=Ar l� I� I� I� I� I � 2xh SUB i J 1 ! rwIE TAL FASCIA �1 WRAP YellFROr'1 STUCCO, 1 FRC-1 WOOD WALL EXTERIOR WALL CFR�4r'lE OR NOTE: NOTCI4 FOR 2X& REI" 0VF=D EYOND) )FF WALL CO) ASTER W/1"x4" NOTCH a IN PEEL $ S-rIGK UJRAP 1 " OFF B BAND 2 1i81, TEXTURED t=IN16H ,w WOOD METAL LATH WOOL) SHEATHING wR5 LAYER 01, STUCCO URAP LURB LATER 02, FORT F 15ER BUILDING PAPER ROOT-ING CEMENT DRIP EDGE METAL KICK OUT NOtE: —1 IF ZIP SNEATF-EING PLEASE SEA I`1A1 PROGEDURES PfiE-ENG'D TRUSS TO 5E CUT a UJALL LINE TO AVOID CONTACT W/TEXTURED FIN15�4 2 11x4,,x4, _011 SCABBED TO TRUSS U,J/126 NAILS 6"-8" O.C. 1" 1AX. 2 x SUB - SAND W/lY1lx4 NOTC14 a END r'f E TAL FASCIA WRAI= DRIP EDGE EXTERIOR WALL (FRA" IE OR C' 1u) SUB BAND DETAIL C WALL SUB BAND DETAIL 0�) WALL W /KICK— OUT FELT FADER DRIP EDGE (REFERENCE POINT ONLY', FOR WALL OFF SET OF C01'" 1PONENT5) r'IETAL FLASHING, WRAPPED 1"IIN. Y4" ,450VE BOTTOr'I OF DRIP EDGE 2 x 5U8 - BAND W/lY"x4" NOTG�4 a END, WRAPPED IN PEEL 4 STICK *ROOF CEr'IENT tv ROOF EDGE Or11TTED FOR CLARITIT- WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONL'r, FOR WALL OFF SET OF COr'1F'ONENT5) I" IE TAL FL A8�4 I NG, WRAPPED I"11N, Y4" A50VE 5OTTO' 1 OP DRIP EDGE 2 x SUB - BAND W/12"x4" NOTC14 a END, WRAPPED IN PEEL 4 STICK *ROOF CEr'IENT a ROOF EDGE Or IITTED FOR CLARITI' A R C H I T E C TS •1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PSI: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w W w 0 F 0. U W A A IM: CREEKSIDE LOT #106 PROMCT# 04321.000 bwDzru 4EBB 1828— CALI" GA ► S sWZ14%0: RIGHT PAO& WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C AMI TECT: STATE OF FLORDA nw� io/os/iv art�rWAU" File Copy