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Home My WebLink AboutApproved PlansA R C N IT EC T S • STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: *FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) Is 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: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW (DATE I CHECKED BY: .00CUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED *EXPOSURE •1-STORY RESIDENCE •2-STORY RESIDENCE J rk-'/ Al-i 1. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING [,Biro SQ. FT. BLVD. GARAGE 430 SGL I=T. ENTRY Iro SQ. FT. LANAI 50 SQ. I=T. LIVING TOTAL 2442 SQ. FT. ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AN. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN• MINIMUM BD. BOARD Mn' MOUNTED CL CENTER LINE Mm. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR, CLEAR PL PROPERTY LINE CONC, CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL, DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED 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.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SM. SHOWER EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG, FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TY'• TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP, BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR WJ. WROUGHT IRON REV. I DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG PG GN-GENERAL NOTES 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN ..--�- PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES PG 2 -FLOOR PLAN THESE PLANS AND ALL PROPOSED WORK PG 3D-ELEVATIONS ARE SUBJECT TO ANY CORRECTIONS PG 3D.1-WALL ASSEMBLY REQUIRED BY FIELD INSPECTORS THAT PG 4D-FRAMING PLAN MAY BE NECESSARY IN ORDER TO COMPIN WITH ALL APPLIOAIII,E ®ODES. PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN PG DI -FOUNDATION DETAILS/SECTIONS CONCEALED FASTENERS OR ATTACHMENTS PG D2-1—STORY WALL SECTIONS & NOTESARE THE RESPONSIBILITY OF THE PG D4—MISC. DETAILS CONTRACTOR OF RECORD PG D5-PRODUCT APPROVAL PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS ALL MANUFACTIJANLMLAO11HOWING PG WA4-WALL ASSEMBLY DETAILS U FACTORS AND SHOO COMPLIANCE PG WA5-WALL ASSEMBLY DETAILS WITH FOC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED % ,3 ,`(I ST. LUCIE C�UM1'1 pY B O OI4�DrvISV IION REVIEWED FOR C REVIEWE BY DATE • - Tr,.�i PLANS PE T ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 9 h W U W 0 F a U y A F F; kv ZZ evsnrty as zoT: CREEKSIDE LOT# 83 F 4M321©00 moD"m 4EBB "1828—CALI" C;A8d aZ OS1►lN+0. LEFT PLO& COVER PAGE 160 MPH EXP. C MELBOURNE ARCHrrECT: STATE OF PLORIDA Mqy ?01? jjRK 11/15/16 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI I. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0,85 IV, INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS +_0,18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 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 ARCH ITEC LIENGINEER 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 20INCHES 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 GARA(3E AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTIN 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, ACI301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/<" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb= 1,100 PSI Fv= 175 PSI E = 1,400,000 PSI ' STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CONTACT WITH WOOD. 7, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R6022.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). S. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED'/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 /ACI 530 / ASCE 5. CONSTRUCTION. , 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN PSI. ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE -PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LILIITED 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 i7. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO, PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014), MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 10. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2.. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH/2" AMAFLE 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EAACH. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5, ALL OUTSSHALL BE FLUSH WITH GRADE. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6, S SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. NO VEENTNT STACKS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). S. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W I A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL _EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/<" 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) EXTERIOR FINISHES 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %"THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2.. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C1063-12a. 3, LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -IIAAND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 A R C N I T E C T S d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 vnm.abdesigngroap.com AA #: 0003325 F �w rq CIO 0 a M h A F F u strut. s sro�r: CREEKSIDE LOT# 83 p Q4321, QQ0 39cmmm 4EBB 1828- CALI" a wAl aqw LEFT P/►alm GENERAL NOTES 160 MPH EXP. C Ir -.. 261? 11/15/16 AI o Cppy 2,A VTR KITCHEN SINKW/ 2 AUTO VEr � „\ q 1211 L311 I/2" 31 9 2" PLUMBING RISER SECURE STRAP TO UNIT W/ (2) 08xl 1/4 A/C SHT MTL SCREWS UNIT SIMI-60N W6 ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3/I6'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 6 12, FROM STR-uGTURE DIAGRAM 2" VTR 2„ 1 1/2-,rk TU5 LAv" FOUNDATION PLAN NOTES- - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED ECsfl DOOR SHALL MEET PROvISION OF SECTION R3113.1 OF THE F5CR 5TH EDITION (2014), ��' 10'-0" " 12'-4 24"X24"XI2' CONC. PAP W/3-*5 BARS E.W. ON CHAIRS MIN, 3" COVER 4 pl 0 4" GONG. DI 1 DI SLAB EXTEND END OF PVC. I 11 SLAB = CHASE UP 12 ABOVE 5 �ICOND) COND. CONC. PAD DI �`/o I I -"31/2' TYP. DI — — IO EXTEND I TYP. B \\ Dl SLA1 1/2" vv g�_4 rr'-211 I ■ ELES \\ FIN. GONG. SLAB \\ 4" CONC., REINF. W/ 6"x6' ■ W1.4XWI.4 WWM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN I ■ FILL TERMITE TREATMENT SHALL 1 • 4' PVC - BE BORA-CARE �� Dl CHASE \ / `\ A \ \ 4 �0 (WC.)J I ■ 1p TO 6, / 4 \ \ m I' MAIN m • 1 G \ \ 36"X60" \\ err r SHWR PAN \\\ �DW �LLaJLa II OPT.I I r----- \ SINK I IREFII I��. L_1� ■I��' ��I \\ IQci I II 1" PVC CHASEI — \\ LO _ j II FOR ELEG. TO I \ \ 4 r _ _ I ISLAND Jim �-sueV\ 5'-10" 3r_r 2: ■ DI \\ I 5 Q EXA81I/2TEND _ SL �+B 5 1/2' 2X�6W�ALL Pvc CI4ASE • 5 r } BOLLARD AS REQ. DI LAV. PER BLDG. CODE I� EXTEND END OF PVC. I ;I UP 12" S COND. GONG. PADI \\\ J • �, I (L 0 W EXTEND n SLAB I I/2 I -31/2' 8 11 I ■ Dl SLAB Ito ■ ■ • Q fD'-0' ELEV. Dl Y I FIN. GONG. SLAB -V" I4' - 0' IN ARCHITECTS Desi;�n Grow Inc. 441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PM: 407-774 6078 FAX: 407-774-4078 www.abdesipgromp.com AA #: 0003325 F WW h W a w 0. w W A a ti 9V8DIY. dt LOT: CREEKSIDE LOT# 83 p 0427000 MOSHM 4EBB "1828-CALI" LEFT PAC'& FOUNDATION PLAN 160 MPH ` EXP. C ARCHITECT: STATE OF FLOf�A DA'Pj/ 11/15/16 9CA hft 1/4"=I;, SEEM= A PLAN A R C M I T E C T 8 rV G`'S Inc l oiA p . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F y O V W O V h A F q FF x BVINDM. a Z om . CREEKSIDE LOT# 83 r� 04321.000 moan 4EBB "1828—CALI" ApAftoz ewrNc . LEFT PAGIR DOWEL PLAN 160 MPH EXP. C NEWOU.RNE ARCHITECT STATE OF FLOF40A M4? 49 �/� npT' 11/15/16 SC 1/4"=1'-0" SA'S�"T A P// Cppy ARCHITECTS L-3 l i/ (2) 3052-5 EGRESS OWNER'S SUITE 8'-8" CLa. RO ROOM V-8" CLCm. LANAI 8'-8' CLCs. L— 6 (2) 3052-SH F,,06b S.Cx.D. LIVING ROOM 8'-a" -2. � I I I I I I N L— 8 � 0 BATH 700 I ® V-8" CLrz. W.I.C. I I 6-all Cl I-------- I KITCHENAr Iall LAUN. 8'-8' CLG. I LcL I r — PAN. I I O a'-8" CLCs BDRM. #4/ I I =___ -- 0 O -- DEN 8'-8" CLCs. B LU I I I II BDRM. #3 OO r-----� I I L ----- J Q 0 BATH 2 u 8'-5" cLCs. GARAGE a -a G. BDRM. #2 8 -8" CLCs. ENTRY 8— S CCx. L— 7 I I 10-0"Xi'-0"O.HD. ---- --------------------- L-1 4^sTm4^11"t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4" 8F28-I5/IT L 2 4'-6' 8FI6-015AT SFI6-113/IT L 4 - L5 -- -- NOT USED L 6 7'-6" W24-I5/IT L 7 4'-6' eF6-0154T RECESSED L 8 4'-6' SFI6-I5/IT LINTEL SCTT 11EDUEE NOTE: THE LINTELS MAY BE SUBSTITUTED UJITH LINTELS FROM ANOTHER MANUFACTURER AS LONG A5 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h a F C� �l Q F k revs:KSI IE# 83T# 1.000BB 1828—CALI" GADa2 awe: LEFT PAoQ& LINTEL SCHEDULE 160 MPH EXP. C MELBOURNE CAST—CRETE 11A 9701I D 11/15/16 COPY SAPS L OA�:) T,45L 5 FOR GRAVITY, UPLIFT E LATERAL LOADS 8" PRECAST A PRESTRESSED U-LINTELS 4^=64411941" G;fRAV17� LENCsTI-I TYP 8118 6FS-05 9FI2-05 16 -05 5P20-01-=24-0 28- 32-0 &=8-15 SF12-15 9FI6-15 9F20-15 5F24-15 8F28-15 8F32-15 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 W04 10412 1193 6 3166 4413 6039 152fo W04 10412 11936 3'-(0" (42") PRECAST 2302 3138 3311 4689 6001 7315 6630 9941 3166 4413 6039 1526 W04 10412 11936 4'-0" (46") PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 264ro 4413 6039 1526 9004 10412 11936 4'-roll (54„) PRECAST 1651 1181 1913 2657 3403 414g 4896 5644 2110 4021 6039 1526 W04 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1509 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 7450 51-1011(1011) PRECAST 972 1000 1059 1414 1889 2304 2121 3131 14513 2464 4144 5458 4431 5250 6122 6'-roll (IS") PRECAST 93T 1255 2101 3263 2146 3358 3971 4585 1255 2101 3396 5260 1134 8995 6890 1'-6" (9011) PRECAST -T(0-1 1029 1615 2395 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 504-T 9'-4" (112") PRECAST 513 632 1049 1469 1210 1482 1154 2021 168 1212 1618 2544 3469 4030 3121 10'-6"(12ro") PRECAST 456 482 502 1125 915 1122 1328 1535 655 1025 1514 2061 2114 3130 2404 II'-4" C136"J PRECAST 445 595 S35 1365 1554 2355 1753 2075 598 935 13(05 1854 2441 3155 4044 12'-0"C144") PRECAST cj14 545 864 1254 1689 2014 1510 1515 555 864 1254 1693 2211 2832 35130 13'-4" 1160") PRECAST 362 421 126 1025 1331 1635 1224 1418 485 148 1016 1435 1855 2343 2920 14'-0"(168") PRECAST 338 361 648 919 Ii90 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" C116") PRESTRESSED N.R NR NR NR NR NR NR NR 465 765 1310 2045 2610 3155 3765 PRESTRESSED N.R NR NR NR NR NR NR NR 420 695 I 1250 1555 2310 2890 3410 I1'-4" (208")PRESTRI=SSED N.R NR NR NR NR NR NR NR 310 530 950 1400 1600 2200 2600 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 240 400 750 1090 1400 1120 2030 21'-4" (256")PRESTRESSED N.R NR NR NR NR NR NR NR 183 330 610 T140 1340 1750 2110 22'-0"(2(o4")PRESTRESSED N R NR NR NR NR NR NR NR I60 300 510 810 1250 1(P60 1970 24'-O'C288") PREStRi=SSED N.R NR NR NR NR NR NR NR NR 1 240 410 120 1030 1350 1610 1' ATEiRIA 5 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 pal. 3. f'c grout = 3000 pai w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar providesd in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM 4416 grade 270 low relaxation. 7. 1/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. S" PRECAST 4 PRESTRESSED U-LINTELS U f L FT T LATERAL TYPE LENCsTI-I 8-I 8-2 SF12-IT 12-2t 16-It 16-2t 20-It 20-2 24-ITSF28-IT 24-2 28-2 W32-IT 8�:32-27 8U8 8F8 2'-loll C34") PRECAST 2121 2818 4101 5332 656g 1811 g055 2021 2021 2127 2164 3981 5190 6401 7630 8551 3' -roll C42 °) PRECAST 2165 2289 3260 4237 5219 6204 71g2 1251 1251 2165 2215 3165 4125 5091 6061 1 336 4'-0" (48") PRECAST 1515 1989 2632 3660 4532 5381 6245 938 938 1618 1925 2750 3583 4422 5264 6110 C54") PRECAST 1660 1162 2507 3257 4010 4761 5525 �21 �2-i 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 139 1484 2110 2141 3315 4010 4648 505 505 1393 1437 2050 2670 3293 3e20 4549 5'-10"(rt0") PRECAST 1212� 1357 1930 2505 3054 3665 4241 41a 418 1212 1315 1875 2441 3010 3583 1 415-T 61-61IC-18") PRECAST 1133 2250 2169 32SO 3812 7 1182 1684 2192 2103 3216 3732(90")PRECAST E11141*1200 912 1415 1914 2354 2191 3240591 ro51 1029 14no6 1907 2351 2197 3245 9'-4" (11211) PRECAST 801# 612 980 1269 1560 1852 2144 454 630 501 755 1192 1550 1910 2271E23 4 10' - 6 "C 126 ") PRI=CAST 116« 498 193 1021 1261 1496 396 493 716 611 1039 1389 1111 20348 (136") PRECAST 666P 439 696 599 1104 1309 3(0 55ro 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 601� 400 631 816 1001 II86 1312 340 494 631 456 818 1 1209 1514 1199 2086 13'-4" (160") PRECAST 500• 340 532 656 541 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-0110(0$") PRECAST 458* 316 493 635 178 922 1065 286 360 545 315 629 922 1254 1567 1616 PRESTRESSED 243 295 45g 591 124 857 9g0 N.R. 35-f 243 352 582 852 1156 1491 1142 15'-4" (184") PRESTRESSED 225 218 430 553 611 801 925 N.R. 32� 225 329 542 191 1012 1361 1616 11'-4" (208")PRESTRESSED 188 236 361 464 567 670 114 N.R. 255 188 276 449 649 814 1121 1389 19'-4" (232") PRESTRESSED 165 201 313 401 490 518 667 N.R. 204 165 239 363 550 736 940 1100 21'-4" (25611)PRE5TRE55ED 145 186 215 356 433 512 590 N.R. 1-12 142 212 336 417 635 807 993 22'-0"(264")PRE5TRE55ED 140 150 268 343 418 493 5ro8 N.R. Irol 131 205 322 451 601 171 941 241-011(25511) PRESTRESSED 121 165 244 312 380 447 5 R15 N 135 124 186 290 408 538 680 833 C;ENEIRAL NOTES *REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD RE15AR 8" PRECAST W1 2" RECESS DOOR U-LINTELS 400ZT64494 ° C; fRA V I T � TYPE 8� SRF6- SRFIO-OB SW14- SRP18-05 SRF22- 8W26- 8W_i0-Os L�N Ti-i SIFF6-IB BRIO-IB 8W14-I15 awls-I5 ; 22-1B OW26-16 SRF30-I5 4'-4" (52") PRECAST 1489 1591 3053 2952 3954 4929 5904 6880 1821 3412 4982 6412 7941 9416 10818 4'-roll (54") PRECAST 1351 1449 2182 2714 3600 4481 5315 6264 1102 3412 4982 6412 7947 941 ro 10878 (68") PRECAST 785 632 1602 1550 2056 2566 3015 3585 1153 2162 4014 6472 6516 5814 6839 5'-10" (T0") PRECAST 135 779 1500 144g 1524 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8" (80")PRECAST 822 e07 1677 2933 2516 3223 3812 4522 r 907 1677 2933 4100 6130 8177 6707 �'-roll l90"J PRECAST 665 761 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 (Ilro") PRECAST 311 420 834 1253 1071 1342 1614 1886 535 1 928 1497 2179 2616 3595 2815 S" PRECAST 111 2" RECESS DOOR U-L6NT�=1 A i FT - -LATERAL TYPE I EN�3TI-I 8W6-IT 8 =10-IT 8W14-IT 8r=18-1T 8RF22-IT 6W26-IT SW30-IT 8WrP-2T 8�10-2T 5W14-2T 8f'�18-2T 8�22-2T 5R=26-2 30-2 SRU 8 4'-4" C52"J PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 c�696 4'-roll (54") PRECAST 1192 1507 2311 3121 3931 4756 5571 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" C681J PRECAST g24* 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" CT0") PRECAST 8960 1136 1142 2352 2965 31 58 4198 469 469 596 1099 1690 2258 2591 3491 4106 6'-8" (8011) PRECAST 118 882 1513 2042 2513 310-1 3642 830 1100 115 956 1466 1981 2509 3035 3563 1'-roll (9011)PRECAST 688 691 1326 1810 2280 2753 3221 710 941 688 849 1302 1162 2225 2690 3157 9'-8" 1116"J PRECAST 533* 433 505 1123 1413 1104 1995 516 614 533 521 i 1009 1369 1728 2068 2450 T�r=r= DE51CzNAT1QN F- = FILLED WITH GROUT / U = UNFILLED QUANTITY OF "5 R=5AR At BOTTOM OF LINTEL CAVITY Ln NOMINAL WiDTP-j L QUANTITY OF 05 NOMINAL 14EIGPT- RESAR AT TOP 5AEE LOAD T 451E NOTES •KCVUL.= VHLut =T 177o rvK C3RADE 40 FIELD 1i I. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_/360 vertical deflection, except lintels 11'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom Field added rebar to be located at the bottom of the lintel cavity. 1L 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units 9. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 "5 REBAR AT TOP MIN. (1) REQ'p 1-1/2' CLEAR � V i G.M.U. a' Q «. O ° GROUT �p 05 REBAR AT BOTTOM • • OF LINTEL CAVITY 7-5/8"ACTUAL 50TTOM REINFORCING PROVIDED iN LiNtEL 5" NOMINAL WIDT1-4 (VARIES) I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 2090 if bearing length is less than Safe loads for all recessed lintels based on S' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One r rebar may be substituted for two 05 rebars in 8" lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at 6-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. ARCHITECTS g N. ROTVALD REAGAN BLVD. LONGWOOD, FL 32750 Phi: 407-774-6078 FAX: 407-7744078 vmn.abdesigngroup.com AA #: 0003325 F W w U 0 a U A F !lLTSDIV. de LOT: CREEKSIDE LOT# 83 EF 04321.000T moz"M 4EBB "1828-CALI" A�rwla$ sw�: LEFT PAG M SAFE LOAD 'FABLES 160 MPH EXP. C MELBOURNE CAST—CRETE ARCHRECT: STATE OF FLC�A 84Y 09 5 /16 BCA 1/4"=1'-0" 1 A R C R I T E C T S -GROUND WIND DESIGN SEISMIC SU5UECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEEDd tOPOCxRAPI-41C DESIGNf WEATI4ERINCG" FROST LINE fr= l"IITE` DESICGN UNDERtLAI MENt HAZARDS 9 FREEZING ANUA j LOAD (MPH) EFFECTS CATAGGORY DEPTH TEMP° REQUIRED" INDEX TEMP. NA 160 C NA NEGLICGA5LE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPRF-AP AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.S.1 THROUGH F5C R302.S.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 Fl I COM)OIEKT AND CLADDNO WAD LOADS BASK WM ERWJF E FOR 3 SOM fA M OFEW s SOUNE ZONE loo MPH 01D M REMARKS NO TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28.19/-31.46 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OWROL DATE 3/20/l4 NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-& SOLID DOOR W/ RETURN PLENUM ANp RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR A58EM51-4r TO 5E THERP IA-TRU FI5ER-GLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRIE RATED DOOR FROM -GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). C:^ 1 GFIVR 1 IN I`1 I WALL ERG.. HEIGHTS S'-5' 5RGG. ]BAR DETAIL ARCH ARCS[ ARCH 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrattp.com AA #: 0003325 F WW h W riq O F G h W A F Q F FF-BURDIV. CREEKSIDE LOT# 83 p 043�21000 moaz e 4EBB "1828-CALI" Ai AOR l371E1UM; LEFT PAO& FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA A19yOGy ?01j n T' 111./15/16 AiM 1/4"=1'-0" I COPY TD. CALCS - OFF -RIDGE VENTS ONL1 A R C M I T E C T 8 .1 In, _I111 =1 rl/ L/t 0-0" FIN. FLR., FRONT ELEVATION TEXTURED FINISH I�6 S'-S" 5R's HGx . � V-O"' 0'-0" FIN. FLF, J I�6 4INGLE 1 :)Or-12 9)r� OFF RIDGE VENT CORATI VE PAM DRAIN _ES -0000. -S' BRG. 1 Kst. S'-S' BRG, HG 'X60' FYF'ON ECORATI VE 4UTTERS OR 2U I VALENT RAISED AND (TYF'.) '-0" FIN. FLR. 0'-0' FIN. FLR I� OFF RIDGE VENT OFF RIDGE VENT ELEVATION TEXTURED FINISH Ii GAFF RIDGE VENT RIGHT TEXTURED FINISH OFF RIDGE VENT ELEVATION r LL REAR TEXTURED FINISH AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364 /300 = 7.88 VENTILATION AREAX SQ. INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION - .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGE VENTILATION AREA - 115 SQ. IN. PER VENT 567.36 /115 TOTAL# OF VENTS REQUIRED - 4.93357 TOTAL# OF VENTS PROVIDED - 5 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ELEVATION OL 8'-S" 5l I-kzT. I Ii-0" '. 0-0' FIN, FLR. ux� �e,v AA�p /\ WCIAO. -DET IL 1111 FIN. FLR I12 6 6 8'-S" BtaCs. HCs 77F OL 0'-0" FIN. FLR, r ,s��n U lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wvvw.abdesigngroup.com AA #: 0003325 41 W U W O 0. W a F F F to zKSI I# 83 Pitod�CT* 04321.000 mom 4EBB "1828—CALI" awtsw4� awa�a�: LEFT PAO& FRON, REAR LEFT AND RIGHT ELEVATIONS 160 MPH EXP. C MELBO-URNE r D j`," & 11/15 /16 3C Copy A R C H I T E C T S FRONT ELEVATION TYP. u 14E WA- TYP. ❑ ❑ T}`P. LILJ �: 1�=�M Il 01 rll ■ TY TYP. { a NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesWgroup.com AA#:0003325 F W V W O a U A F F a'C 1wrv. a LOT: CREEKSIDE LOT# 83 Pmn=T# 04321.000 �LOaBZe 4EBB "1828—CALI" GARA02 8 Wmww-. LEFT PAOM WALL ASSEMBLY 160 MPH EXP. C U 11 /15 /16 1 OsCAxJ&_i/41=1'-0'y 1 3C-__l 44& Coay I N. RONALLD REAGAN &LWD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774- 078 www.abdiaMpgrowp.com AA #: 0003325 ARC HTECT: STATE OF FLOFDA SAY 0 ?0j, DZ ' , \11/15/16 Copy C ®N N E C T O R C H E D U L� CONTROL PATE: 01-05-I, SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (13) 106 x 1 1/2' 1-PLY, (6) 164 2-PLY, (USP: (I0) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-I8 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') 25"15 (14) 16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1510 (9) 1Od x 1 1/2" I -PLY, (5) 16d 2-PLY USP: (10) I0d x 1 1/2", NO 16d OPTION HETA-20 1810 HTA 20 la-10 (9) 10d x 1 1/2" I -PLY, (8) Ibd 2-PLY USP: (10) I0d x 1 1/2", NO 16d OPTION }- � Z C2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 1/2" I -PLY USP: (I0) 10d x 1 1/2" 2500 (12) 16d 2-PLY (USP: NO 16d OPTION) Q LGT-2 2150 LUGT-2 1550 (7) - 1/4" x 2 1/4" TITEN, 2 (USP: ELK (5) 1/4' W5, WOOD CI6) 10d vi DETAL-20 2480 OPTA-20 2430 08) - 10d x 1 1/2, 1 PLY MGT + 3965 MUGT 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) I0d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + loses HUGT-2 'BTw (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (16) I0d TO WOOD (USP: WOOD (8) l0d) HGT-3 + 10530 HUGT-3 S660 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD (USP: WOOD (0) 10d) LGT3-SDS2.5 3285 LUGT-3 3525 (12) SDS I/4'x3' TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W525) L7A2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SII" PSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS 1/4'X3" TO WOOD (2) VGT 1185 NO USP CONVERSION FOR 51MP5ON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5pS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) 10d x 1 1/2' (USP: (14) I0d x 1 1/2', (14) 10d) HTS-16 1150 HTW 16 12to0 (16) 10d x 1 1/2' lUSP: (16) lod x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) I0d x 1 1/2' (USP: (24) 106 x 1 1/2", (20) 10d) (24) I0d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 LSTA-12 ++ 925 LSTA 12 930 (0) I0d USP: (I0) I0d LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) 10d META -IS ++ 1315 META-10 1310 (14) 10d USP: (14) 10d N MSTA-24 ++ 1640 MSTA-24 1640 (18)106 USP: (I8) I0d 12 MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d < MSTA-36 ++ 2050 MSTA-30 2065 (26)10d USP: (26)I0d F— MSTI-36 3800 KSTI 236 3890 (36) 106 x 1 1/2" USP: (36) 106 x 1 1/2" N MSTI-48 5065 KTSI 240 5140 (48) 10d x 1 1/2" USP: (48) I0d x I I/2" H6 950 LFTA 6 1210 (8) 8d TO PLATES, (8) 8d TO STUDS (USP: CI6) 8d x 1 1/2', (I6) 86) 5104 885 SPT 4 MP 34 945 (6) Iod x 1 1/2' TO STUDS USP: (6) 10d x 11/2" TO STUDS A34 395 380 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) 86 x 1 1/2" TO POST, HCP2 645 HHCP 2 800 (12) IOd x 1 1/2' USP: (10) 106 x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE P10A 1140 RT 16A 1380 (18) 106 x 1 1/2" USP: (9) I0d x 1 1/2" TO TRUSS, (8) I0d X 1 1/2" TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 06)-SpS 1/4"xV To WOOD, (10)-SDS I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. 7" EMBED SET IN HIGH STRENGTH EPDXY, (I0) W93 WOOD SCREWS CI(5)-SD5 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 7/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS VGT 4 PD75 4940 TDX 10 10140 N 0 _ (� Z Q ABU 44Z 2200 6665 PAU 44 2535 6775 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. rt' EMBED,) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EM5�z!DJ IN GONG, (12)Ircd TO WOOD USP: SAME AS SIMPSON (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i" EM51 D.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EM5E6.) IN GONG., (IO)10d TO WOOD U5P: 3/4' ATR MIN '1' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) I0d x 1 1/2" 2-1/2" (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG., (18) SDMO x 11/2' (USP: (20) 16d x 2-1/21) U5P HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2", (20) 16d x 2 1/2' (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -T' EMBED,) IN CONC., (26) 16d X 2 1/2' CUSP: (20) 16d X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) IOd, (28) 10d x 1-1/2", (20) 16d x 2 1/2' (1) 1' A.TP. IN HIGH STRENGTH EPDXY, (MIN. I0' EMBED.) IN CONC (24) SIDS Y4' x 2Yz' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) ABU 66Z 2300 12000 PAU 66 2380 16005 LTTI9 +++ 1340 LTS 19 1205 L77205 +++ 1500 LTS 20F HTT45 1105 HTT4 4455 4160 HTT5 5090 HTT45 ` 5 HHDQII-SDS 2 5+ 11010 UPHD II 14395 HDiB 6645 10140 (n Of M5HA 3.56/1125 34i5 5330 U r 2580 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CJ"T.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.1V EMBEDMENT) IN CJ" I.U. FACE, (IS)I0d TO BEAM USP: (1) 1/2" J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS TWAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (14) AT JO Lil Z Q = HUSG412 (WOOD) 3635 2660 (FLR) 3060 2710 (FLR) (10) 16d TO HEADER, (10) 16d To WOOD USP: SAME AS SIMPSON (18) 1/4' x 2-3/4" TITEN (-a PER FLANGE) To CMU, (10) I0d TO WOOD: CUSP: (IS) 1/4' x 3' WS3 SCREWS, (10) IOd TO WOOD. USP (20) 3/16' TAPPER+, (I0) 10d TO WOOD (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (I0) I0d TO WOOD: CUSP: (18) 1/4' x 3' WS3 SCREWS, (10) I0d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) 1/4' x 3' WS3 SCREWS, (10) IOd TO WOOD. USP (20) 3/16' TAPPER+, (10) I0d TO WOOD (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD, USP (4) 3/8' X 4' WEDGE BOLT+t WS3 WOODSCREWS 3265 (ROOF) 3325 (ROOF) HUC410 (CMU) 1800 4920 HD410 IF 1305 5000 HUG210-2 CCMU) 1800 5085 Hp210-21F 1305 5000 PUC210-3 (CMU) 1800 5085 W0210-31P 1305 5000 LGU 126-2-SDS 1430 55W LGUM26-2 2125 6065 HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" PEEP, THE VERTICAL CELL IN C.M.U. WALL MUST 5E FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ON05EAM WILL 5E 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 7" Les I- O A.T.R. = A-30-1 ALL THREAD ROD (SITE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z 5EGAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY A#r-ECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 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. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO T-0" 1'-0" TO 10"-0" 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0' 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O" TO 8'-0" U.N.O. 4'-11 I/2" _'-II I/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 A R C H I T E C T S .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PN: 407-774,6078 FAX: 407-774.4078 www.a bdesigngroap.com AA #: 0003325 F W C, V W 0 F q F AR? ?k g 'Z 111/15/16 4. 1 tir,c ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SMGL.E POLE IIOV OUTLET 110V OUTLET iR OF CUTIITCH WIRED t0 SWITCH GFI 110V OUTLET EQUIPED W/GR P FAUL INTERUPTER (TAI'1PER RESISTANT TYPE) 220V OUTLET (4) WIRE COV4ECTION WATERPROOF GROUND rAuLT GFI OUTL INTERRUPTER SWITCH SWITCH 3-WAY OPER 'D' 4 SWITCH 4-WAY OF'ER 1 i� WALL MCUMW I� LIWT CEILING LIGHT VP PROOF \Oil LAGPOR HT �Q1 RECE88Pp CAN WALL BOONOE �- PRE -WIRED VENT. FAN 1 cFM PER Sa FT. vENr. FAN W/�IGHT I a" PER SQ i--T. FIX1UiRE (BPEC'S T5D BY aw r wl 2-15UL15 WRAP AROUND _ 2' FLUORESCENT W r-LUORE6 t V TRACK LIOW -0---v�—�r-+ p PANEL METER Si oes DETECTOR & WALL MOUNTED MATT. BACK-UP 8D. SMOKE DETECTOR W/ HARDWIRE ® a/CO CARBON MONOXIDE SMOKE DETECTOR COI1B0 MATT. HACK -UP W/ HARDWIRE LATER -CONNECTED SHALL W A DISTANCE 0= NOT LE86 THEN 4' PENDANT LIGHT AIR CONDITIONING TV. I I TELEVISION JACK O 1 J-BOx TO 8UPPORIED IN CEILING FANLIGHT ACCORDANCE w Isox MARKED A8 8-CH FOR ROOD LIGHT OPT. SECURITY KEYPAD P.B. RUSH-MUTTCN FOR CHIMES .--4—. U6B FOR, o LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. o CsFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL s 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15073 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). " ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). GGTlD.1 i LANAI CEILING MTD. LIGHT TO 5E 1 15 INSTALLED, PROVIDE J-50X FOR 13 � '------------------------"'✓ OPT. COACH LIGHT ELECTRICAL PLAN PROVIDE SQ-D *00" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3w MINIMUM BREAKER AIC ICK BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT NO. WRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 6 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 1 20 LAUNDRY RECEPTACLE GARAGE UGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #4AOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE .39.40. SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES PATH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE do DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER Q PROVIDE Mo AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE OD2) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5484 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1600 1 LAUNDRY CIRCUIT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 i MICROWAVE 1500 1 REFRIGERATOR 1200 1 IRRIGATION PUMP 2040 SUBTOTAL OF GENERAL LOAD 38524 FIRST 10 KVA OF GENERAL IOAD AT 1GOX 10000 REMAINDER OF GENERAL LOAD AT 40% 30980 VA x .4 11410 TOTAL NET GENERAL LOAD 21410 3.5 TON HEAT PUMP (W/ 6KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= --- 3.6 TON COOLING SYSTEM 40 AMP x 240 V • 9600 NET GENERAL LOAD 21410 NET TOTAL HVAC 9600 TOTAL LOAD 31010 CALCULATED LOAD FOR SERVICE 31010 VA/240 V- _ 1E9 AMP 150 AMP SERVICE *WORST CASE SCENARIO - RIGREST RVAC LOAD USED FOR CALCULATLONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 10096, REMAINDER a 35% NET LOAD: 6,949 VA RANGE: 12,000 IS 10% 8,400 VA DRYER: 5,000 0 70% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = 78 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 31'2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT * OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CAALE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER 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 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774. 078 FAX: 407-774-4078 www.abde-4pgroup.com AA #: OW3325 i W h 81 V 0 Fh w C� �l h C1 ry evBD=v. a ter: CREEKSIDE LOT# 83 MODEMS 4EBB "1828-CALI" awtuas 9112 a- LEFT PAOM ELECTRICAL PLAIT 160 MPH EXP. C O AACHMECT STATE OF PLORDA -AA 11 15/16 8C 1/4"=1'-0" 040 9" z 12XI2 OWNER'S SUITE 10x6 irt5 C �' 15 C1=M <� lJ BATH 6 15 C10XFM BDRDM./ #46 Im 12Xi2 DINING ROOM i0x6 FA 120 CFM m LANAI 10X6 120 CFM LIVING ROOM ¢5 cFM W.I.C.=--------� - - — — Imx6 HITCHEN � _ — I F- — 120 cFM I CFMI L J r , SX4 4P;11 C O — -- -- Q O -- LL 12x16 MARE A I I LOUVER l PLC 04 2 �8 N BDRM.#3#3 jMAX AIR 1 5 C 11584.15 CFM i5 CFM O F ° I I L-----L 4' GARAGE 12Xa PASS 4' H 10X6 6 \� 75 cr-m f —® ax OCFm G5'FM 12xa BAH 2 PASS T� �Y i5IOX FOYER BDRM. 4 CALI Ec�UIPM ON SSC44EDULE CARRIER CU 251-45C536A Al 4U FV4CN5006 HEAT 5KLJ tENTRI SEER 15.5 SEER TOTAL CAP 35400 ELECTRIC 206/230/IPP 5R<R Cu 35 AHU 35 REF LINES 3/4' t 3/5' HVAC LAYOUT PLAN F W w v w Q. h w a F x s9' rmrv. a LOT: CREEKSIDE LOT# 83 PROJECT* 04321.000 w0z"m 4EBB "1828-CALI" CFARAQS 8'IIIRK - LEFT H VAC PLAN 160 MPHLEXP. C A R C H I T E C T S Y W/ CONIC. / ►/,^•` / ,/�`A'` ` 7 !U W REEIAR VERTICALL POUR CELL eemT SEE ENERGY CODE FORMS FORt0 BTI4D W/ INS14LATICN R-VALUES MAX OK 2MV PSI • 26 DAYS TEXTURED FINISH SECU T. TO SLAB NW CONIC. BLAB REINFORCED W/ ;MT. PLATE TO SLAD W/ IOdE' O1LVt3E CGWMN(.R T' "NOSING-, lo"i x i - WIA4WA W1WM. TO SLABS W/ j' MASGNRY NAIL • 32' O.C. MAk `In' GYP. W.-. BD. ANCHOR BOLT 2' 2' WASHER 7' WOOD BABE EMBED. IRII•l • 32' OC MAX O'-m' FIN. FLR STUCCON Z z p STOP a 4' CONIC. REINFORCED W/ 6'X6' _ • • a 4' GONC. REIPFOFC£D W/ i'X8' WI.4XWl4 1 - - 4 GONG. f�MFOIFGED W/ 6'Xb' WAXIUTA NUS 3 s z WIAXU4 WW= OR FIBERMESI4 ON W CO'NC. REINFORCEP W/ 6'Xb' WAXWIA 6-MIL. VAPOR RETARDER ON WlF OR FIBERMEBH aN b-MIL. VAPOR W1F OR FIBERME814 ON 6-MIL. VAPOR WNF OR FIBERMESH ON 6-MIL. VAPOR W AMER p L (YELL -COMPACTED CLEAT FILL. �' RETARDER R' LLELL-GGMPACtED GLEAN RETARDER ON YELL -COMPACTED CLEAN z L RETARDER ON DELL -COMPACTED CLE €1 w r n FILL. TERMITE TREATMENT TO 8E L p FILL. T8RMIllE ®ORA-GARS APPLIED TTO BE PRAMINCx TERMfRE TREATMENT 70 BE F FILL TERMITE TWATMENT t0 ME � BORA_� APPLIED AT PRAMMG. � BORA-CARE APPLIED AT FRAMING. - O BORA-CARE APPLIED AT FTRAMING. (3) 5 WEAR ON C44AIR8 z w 6 _p�� I,_e„ (2) 9 IEBAR Qy CHAIRS 12, MIN. SELOU GRADE w V l2) 9 REBAR ON GHAURB E > 4' 0" 4' .� - .—.�- fU p • e IN rc1EGRaaND (2)'9 MBAR ON 04AIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING STAIR DETAIL W BLOCK WALL AT L.B.W. W UPLIFT 2 AT L.B.W. 2B AT L.B.W. W NO —UPLIFT 3 3A NOT USED 1 2 SCALE: In" -�)' SCALE: 1,2-0-_0' 8CM-E: I' SCALE. I/)'•I'-0' SCALE: I/)'=I'-0' m rol • 4' GONG, REIN. W/ 6',:b' VAPOR RE WNM EON R ON U POLY ETHYLENE VAPOR@ RETARDER w 4' CCN L IEINF. W/ 14YLE E VAPOR UYI'T .19 H" II ON YELL -COMPACTED CLEAN PILL TER'IITE O TREATMENT 84ALL BE BORA-CARE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' O.G. MAX STUDS I6' O.C. p_— REtAROER ON LLELL-COMPACTED CLEAN HEAD 315T. SET. DT A !U 9 REBAR OV CHAIRRS .4' ,4" . FILL TERMITE TREATMENT SHALL BE BECI;M soTYOM PLATET 8 SEOJRE BOTTOM PL 8 W/ VAR1EI OMMORA-CAE SIMPSON dP4 •32' O SIMFSOIN w,THICKEN EDGE HEIGHT OF GARAGE bECURE DT. PLA i' HEIGHT CP GARAGE SEGUE BT. t0 SLABix9' TE 70 SLAB W/ 0d GARAGE STEP— UP VARIES WITH SLOPE ANCHOR B05 U464ER EMBED. VARIES WITH SLOPE AdIG:OR T M• 32' Z. MAX SCALE: IR'•I'-0' ,�\/\��\/� MR1 • 32' AX. MIN. 32 AX N o 4 Y NON —BEARING 19�LPDXT PIOT OLLI P EXPANSION EPOS NOT 0FOR EX ANSICK w SCALE: I/2 =I'-0' i w > `WI ' .a 4' CONIC, IERF. W/ 6'.6' WAXWIAO UYYM z ON 6-MIL POLY ETHYLENE VAPOR w w _ RETARDER ON WELL-COMPACTEP CLEAN ,v= -�' °Q " ATIMENT SHALL BE z vlREINFORCED W/ b'Xb' W1,4XWA e . REMF. W/ b'z6' WAXWIAO WWM ON i , d 4' CONIC. REINFORCED W/ b'Xi' WAXUTA ° - • 4' CONC. RENFOIRCED W/ 6'Xb' WI.4XWA .. . < ^ a - °a W CONO. REINFOI�ED W/ i'X6' WL4XWA BOR4-CANE � � PILL TERMITE TRc` _ .. OR RRIER`ESH ON 6-MIL VAPOR WYF OR NPERME6H ON 6-MIL VAPOR RETARDER ON ACTIED BORA-CANE APPLIED AtPTO MEFRAHMG. CLEAN � ADM T BFVALL BORWELL-CoMPACTEP CLEAN -ILL ARME DER O FILL. TE TE T� TREATMENT TO SE GLEAN RETARDER ON n C e s 4 PILL. TERMITE AMA M04T TD AT oM GLE F Q MORTEft MAPPLIED TREATMENT TO BERETARDER CK D CLEAN`<2l5 REBAR ON CHAIRS T IEBAR 1O 4" . �. _ APPLIED AT FRAM%N =. g" a" m 4' I'-0° 4° BOR.A-GAZE APPLIED AT R#NMING. O Z -�!3) 9 IEBAR ON CHAIR6 (2) 9 IEBAR ON G4AURB a :) b MBAR ON GIIAANRb O (2)�� zw GARAGE STEP—UP R O mU GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING NON —BEARING L.B.W. W UPLIFT 2—STORY L.B.W. W UPLIFT 6B L.B.W. W NO UP W NO UPLIFT 6 SCALE:IQ''I'•0' 6A SCALE: In° -m' SCALE: In' -m' E ENDED FOOTING gAAT=WLVR_CU S 5 EXTENDED STEP 8T,9MWALL ro BE n1rL 3 GOUR5E5 6 C SCALE, '•P-0' SCALE: In' , I 0 GRAPE � RECESS FOR SECURE P.T. BTJL O a m �*/+RRAGE DOOR 1/)'XS' R M' 4' CONIC- REINF. W/ i9,b' WIAXWL40 WUM -/U'5 FEBAR VERTICALLY W/ CONIC. ! BAR ON 6-MIL POLY ETHYLENE VAPOR POWER CELLRET_ SECURE P.T. BT. PLA O AB S, 4 •• - CLEAN I ER`IITE TREATME TN SIN.ALL _ 4' CGNG, REINF. W/ b'xb' WL4XW.40 LLYIt'1 ON 1/2'XS' ANCHOR L _ _ - �' 8„ ROE BORA-CAS EMBED. MRL w b-MtL POLY CTED C E FILL IETAmm tTE ON w u - L d NOTE: OPTIONAL USE OF Q :OBI �G�+E m Y 4" 9 MEIIAR O1 CHAIRS I�_E' TRE TMIENIPACTED E MO FILL tRE a 4 a ° a 'GONG. REINF. UV b'xb' W.4XNA0 W4M CC DETEdoNtAlERM Y �I W4L t BY DINDETERMINED BY ' -. ' - TMENT SHALL BORA-CARE > ON 6-MIL POLY ETHYLENE VAPOR BUILDER MY D ETERM STUCCO (1) WMAR ON CHAIRS \ / a RETARDER ON YELL -COMPACTED CLEAN 5 STOP (� CONCRETE PAD Y w FILL TERMITE TREATMENT SHALL ME STOP — CURffi I -EIGHT VARIER r7 : 1n'.r- 11 GARAGE DOOR FO K REM W/ 6'Wa' WIAXU11AO WYM BORA-CARE m 1 CN b-MIL FGLY ETHYLENE VALOR _ •- • CURB HEk4FVT VARIES w _ a SALE: IR'=I'- RETARDER ON YELL -COMPACTED CLEAN FILL TERMITE tMATM'IEMT SHALL ME z_ (3) IS REOAR ON CHAIRS . " DORA_GAIE L O - 4" > F a � ° n WIF OR Fq¢ F BER'IEBFI ON i-MIL. VA1. POR A GAP. TRACK REINFORCED UV i'X6' WL4XWA - - L RETARDER CV YELL -COMPACTED CLEAN rrNIOW FLOOR [IJ 5-CMJNT. !23 9 REpAR ON G4AIR8 = WIC Olt FIDERMESH ON 6-MIL VAPOR r : PILL. TERMITE TREATMENT TOM--� a m O I'-0' 4' •° �� RETARDER ON WELL -COMPACTED CLEAN_ BORA-CJJE APPLIED AT FRAMNG. a = -° e r GARAGE STEP—UP WRTERMITE TREATMENT TO MI C a" z 1 0^ 4"4-CARE APPL ED AT ii3A MINCx Q L (3) Ta REDAR ON CFIAfRS a 2—STORY L.B.W. !2) 5 IEBAR O{ GHAIR9 �� L m m� 2-0• //�� ° a /A A &EX�TENDED FOOTING 8 a, GARAGE STEP—UP ALE: In'mr-0' % �� 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT E> D OIL 11,,, B HEIGHT ARREB AT GARAGE AT GARAGE SLAB AT S. G. D. @qKj_DED FOOTING 1)2'R SERVICE DR . m, _ 10 12 SHOWER RECESS ROOTER�o8 A SCLE: In _t ecALE: r=r-0'ALE: In'=1'-0' SCALE. z, (V "B IEBAR VERTICALLY W/ GONG. £ _ 4' 6-MI: REMF. W/ i'#a' WLfXWAR Y4M SEEf-01.4111EP CIE ENEFC+Y CODE FORM ml .� ON 6-MIL POLY ETHYL@lE VAPOR INSULATION R-VALUES • RETARDER ON YELL -COMPACTED CLEAT FILL TERMITE TREATMENT SHALL ME io tr=P;IED FINISH DORA-CARE Z S/1 CM D p (1) 9 IEBAR ON G-}ANTE GROUTED BOND BEAT VARIES PER ELEV. 2! TIE VEWICIAL ryl1 I� m� SLAB AT GARAGE 7 SERVICE DOOR \�+�`{ REMARW1 T HOO E IR •I'-®: Y �'^0' FIN. FLR REEw1R W/ kD' FIOOIC L TO HORIZONTAL TSAR e GROUTED BOND BEAM C IEDAR W/ 10' HOOK _ VARIES PEN! ELEV. VARIES PER ELEV. Tucco NOT f a — w z z W/ 6'X4.' TOP ° � 4' CONIC. REINFORCED o A L z I] WIAXY)IA U1LF OR FISEW E8H Oil GA,B £ GROUTED BOND BEAM 64111L. VAPOR RETARDER ON 1 NOT USED f C - a YELL -COMPACTED CLEAN FILL. .. POWER LN T. (TYP.) I i' PVC SLEEVE 1 ( L TERMITE TREATMENT TO BE S' OI'1U FILLED DELL (TOP.) FOR GAS LINE �n DORA-GYRE APPLIED AT •O 6' PVC CHASE THR1 FOOTING Is ° a T �A• 2X WALL FRAMINCa - S' Cm ! w ? (3).3 REDAR ON CHAIRS I -STORY j= m 4)XAt' ANC410R BOLTS a (4)NXT' / PRYWALL (2)'S REBAR ON CHAIRS _(3 in 2'-m' J-80 TS MRL 8' EMSEDMENT W/ 2'X)'XI/8' / WOOD BAD 2-STORY tl Qa.a a r WASHER AND NUT SPACED EVENLY FROM !3) 45 WEAR ON CHAIRS FLOOR TO BO'tP BEAM. SET IN JOINTS 2-STORY FOOTING aP TPoOJRACCCEPTABLE Er IT) IN �� W/ BLOCK WALL EXT. /INT. FRAME WALL TO !u �5 REBAR vERnGALLY w/ CGNC. 1<J SCALE: 1/2`=I'-0' 15 BLOCK WALL CONNECTION , - POUR CELL SCALP: I/!'.I'-0' . �. SEE ENE IY CODE F80RM8 FOR �6, cm GLEN SPE TIOwR�o d FORri-MNOUTINSPECTION TIOWRED `z ^ FOR INSPECTION 4 FOR INBPEGTILN 16 GAS LINE THRU BLOCK /� AI rsYP-YL BD. • -0 z i.. �LLOOD RASE L £ NOT USED £ w 4' CONG IERI•• W/ 6' b' WAXWIAO MAIM GN 6-MIL POLY ETHYLENE VAPOR RETARDER ON UELL-COMPACTED CLEAN 0'-0' FIN. F1R 0'-0' FIN- FLR till- TERMITE fWATMENT BNALL BE DORA-CARE TIE VERTICAL REBAR e _ TIE VERTICAL REEIAR E ' �° ° I � TO HORIZONTAL , . a TO HORIZONTAL (1)15 REBAR SET IN SIMPSON 404 dl d - IEBAR W/ 10' HOOK a s IEDAR W/ 10' HOOK STRENGTH EPDXY 6' EIMBED. MM. I (2) b REAR • I -STORY I }_ (3) 9 FIEDAR • 2-STORY b' PVC CFbYSL 11-M FOOTING t Z ° a a OUTSIDE IEBAR TO ME E !D 9 VERT. DCYEL 4'CON REINP.W/b'rb' LENSL40 - LAPPED ABONDDRAM HORIZONTAL/VERTICAL WIMP ON 6-MIL POLY ETHYLENE (V Ti REPAIR AT CORNERS VAPOR RETARDER ON a O - a - ( T 1EDAR ON CHAIpF+ • • {{ELL -COMPACTED CLEAN FILL � .:. _ e. . ' . W/ 26' LAP MIN '^ U 2-STORY tERMItE TREATMENT 84ALI_ BE (3) of EMaA! ON 04AIR8 BGRA-CARE „_I' MIN. L41= _ _4" HORIZONTAL/VERTICAL REINFORCING AT 9 :- — REINFORCING BEARING CHANGE TYP. RETROFIT FOR PIPE THROUGH E: IR'=I'-0' OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING SCALE:IR'=1'-®' C AT LINTEL CORNERS D W BLOCK_ WALL BCAL.E:I ,-1-0' ALL EX'-I'ERIOR F007ERS AT FIl%;lSI—I SLABS 70 137E MIN. 12" BELOW TTNI7ISTLTR]BEID SOIL CONTROL DATE: 07/01/15 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www. abdesigngratrp. cram AA #: 0003325 E—, N h V W CQ W A eFe �l 114 2i oomm, r r t' i� c G s F. ", {4(5 Y r<ei asti'H;DtY, Ae tA'f. CREEKSIDE LOT# 83 P ORQJ=T�p 0437000 mosm le 1. 4EBB "1828-CALI" IGARAOR OMMO: LEFT PAIG& MONOLITHIC FOUNDATION DTLS/SECTIONS 60 MPH EXP. C ARCHITECT= STATE OF FLORA 8W 207, p '- 11/15/16 1/4"=1'-0" Cppy 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE 'X" BRACING IS PRESENT Ill FELT PAPER INSTALLED PER FBCR R905.2.1 ON IS" O.S.B. FIBERGLASS 51-41NCxLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" GDX PRE-ENG CABLE TRUSS OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE o CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER R90521 ON �" OS.B. INSTALLED PER FBCR fire. TO 12d's m EACH TRUSS TALLED 0 R9052.� ON O.S.B. SHEATHING OR 1' Cox o.H. `� OF BRUS85SPAN OR I@I 0PO.Gt SHEATHING OR " CDX PLYWOOD SECURED PER MTL. DRIP EDGE FASTENER SCHEDULE StIFFBACK At ALL UPRIGHTS MAX PLYWOOD SECURED 2x4 OR 2x6 FASCIA PER <- PER FASTENER OVER 4'-10" HIGH (SEE SEALED SCHEDULE ENG. FOR SITE AND CONDITION) INSULATION R-VALUES ELEVATIONS SEE ENERGY CODE FORMS FOR VENTED ALUM. SOFFIT' I" GYPSUM BOARD OR }" HIGH Chu '1 F. PRE-ENG WD. TRUSS 24 O.G. STIFFBACK At ALL SEE ENERGY CODE FORMTL. DRIP EDGE MS FOR off MAX. UPRIGHTS OVER 4'-10" STRENGTH GLG. BOARD PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER < ^u HIGH (SEE SEALED ENG. ELEVATIONS FOR SITE E CONDITION.) 2x4 NAILER " GYPSUM BOARD OR J" HIGH CONT. 2x4 RAT RUN SECURED W/ MTL. DRIP EDGE STRENGTH GLG. BOARD VENTED ALUM. SOFFIT l2) 12d'6 o EACH TRUSS OSB. SHEATHING OR }' CDX 2x4 0 24" O.C. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL GONG. FILLED LINTEL $LK W/ (1) SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 ELEVATIONS Orp REBAR CONTINUOUS WEEP SCREED INSULATION R-VALUE5 OR ZIP SHEATHING SYSTEM CONIC. FILLED LINTEL BLK W/ (1) (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) VENTED ALUM , i15 REBAR CONTINUOUS SOFFIT EMBED. STRRAUPSS VERIFY PRECAST LINTEL SECURED t0 5/8" GYPSUM BOARD OR I/2" 0 �. MASONRY w/ I/2"x9" A.R. HIGH STRENGTH GLG. BOARD 1/5" THICK 3 GOAT PORTLAND SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, 1" IX2 FIRE -STOP CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALV ID METAL LATH 8' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBEER JUM50TEX GRADE WINDOW ATTACHMENT AS PER WINDOW ATTACHMENT AS PER MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS %11 THICK, 3 COAT MANUFACTURES 5PECIFICATION5 PORTLAND CEMENT BUILDING WRAP (REFER t0 PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY CONIC. PILLED LINTEL INFORMATION) PRECAST SILL BLK. W/ (1) i15 REBAR _ MANUFACTURES SPECIFICATIONS OR 112" ZIP SHEATHING SYSTEM PRECAST SILL CONTINUOUS (INSTALLED PER MANUF. SPECS.) (1) t5 RVERTICALLY W/ PRE -CAST GONG. SILL WEEP SCREED (l) 05 RE BAR VERTICALLY W/ OUR CONC. POURED CELL PRECAST LINTEL (SEE DETAIL 5/D3) CONC. POURED CELL 5/8" THICK, 3 COAT Ix2 P.T. FURRING SCRIPS g 24" O.C. I` — Ix2 P.T. FURRING STRIPS s I&" O.G. �.. Ix2 P.T. FURRING STRIPS o 16" OC PI/2" GYP. WL. BD. ORtLAND CEMENT SECURE GABLE TO 2x6 P.T. PLASTER APPLIED PLATE W/ 12d's 8' O.G. MAX 8" GMU 8' CMU DIRECTLY to MASONRY WOOD BASE I/2' GYP. WL. BD. SECURE 2x6 IE'T. PLATE TO BLK W/ — Imo" GYP- WL. Bp. ll) "5 REBAR"x0" ANCH R BOLT W/ 2' WASHER WOOD BASE lll WOOD BASE VERTICALLY W/ CONC.O J POURED CELL s. SET IN 111 F'SON HIGH STRENGTH t ' EPDXY �" EMBEP MIN m 3 C 2 O F , y f 8" GMU ° MAX. I G •... Val, THICK, 3 GOAT PORTLAND a w CEMENT PLASTER APPLIED w plRi?CTLY 70 MASONRY z a of .: 1-STORY GABLE BLOCK 1- STORY GABLE NOTE: I -STORY (DTSALr= OS K WALL WALL W/ VAULT C LG. PER THAN 9:12, 1 - 1=0R R001= SLOPES E TO LE55 TF�AN 4:12, A (2) LATER UNpERLAYMENT 4°=r-m" SCALE: 3/4"=r-la" 3 BLOCK WALL SYSTEM IS REQUIRED. FOR ROB SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 SCALE: 3/4"=V_v PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48(o9 TYPE IV, OR ASTM D �oT51 IX4 DIAGONAL BTM. 2x4= 2x4= 2x4= 2X(o P.T. SECURED TO CHORD BRACING. SECURE to DRIVE w/ �' TAPO to BLOC[ WH: MASONRY W/ I/2"x9' A.B. w/ SEE PLAN FOR TAPCONS IN.SHANK OR DRIVE PIN SECURE TO BLOCK W/ IN TIN. SHANK OR DRIVE PIN (MIN. SHANK SITE .145 TAPGOPiB OR DRIVE PIN (MIN. SHANK 612E .145 2" DIA. WASHER$, 7" MIN. MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 B• Gnu EMBEDMENT WITHIN S' OF MIN. EMBEDMENT 1 Y4•) MN. HEAD SIZE 300 MIN, EMBEDMENT 1 YQ) NOTE: STRUCTURAL 2X MUST BE J�' DRYWALLLOCATION WOOD WITHIN V GF EACH END t f�: BT IUCTURAL 2X MUST BE �• EMBEDMENT I Y4') NOTE. STRUCTURAL 2x MUST BE WITHIN 8' Or EACH IIND t ON OUTSIDE t SECURED 1•x4' OR I'X2' P.T. NAILER EA. END, 32° O.G. MAXMAx IN TRUSS (TYP) B 24' 8' CMU 18' of MAX SPACING. WITHIN 8' OF EACH END < Twlil NON-STRUCTURAL 3w Ix4 P.T. OR °/i X4' MIN SECURE THRU FIELD. K' DRYIUALL ON OUTSIDE t SECURED TFIf�E WI O.0 MAX SPACING. �tSIDE t 9ECUREP IV OC MAX SPACING. D.C. MAX I'X4. OR I'X2' P.T. NAILER 2X6� N(pN-STRUCTURAL 3W TAPCCN IS' Ol THROUGH NON-STRUCTURAL )6' 2xb,m TAPDON MIK 144' EMBEDMENT rRAI"IEE t EMEND 144, INTO BLOCK Lw Ix4 P.T. OR 9<X4' MIT SECURE TO BLOCK W/2-Ya' MK•t. iA w-aeDMENT INTO 9ECUI� TO BLOCK tA5'CCN MIN. I-Ya' EMBEDMENT SECURE YO BLOCK INTO BLOCK "4- TAPCONS OR DRIVE PIN SIMPSON ❑ 6ECU1� THRU M4ME 1 TAPCONS OR DRIVE PIN SOCK. INTO BLOCK W/I-I/4' tAPCONB Olt (MIK SHANK 61 .145 o BETA-16 (MIT SHANK SIZE .145 W,i-%' T 8 OR DRIVE PIN EXTEND 1-Y4' INTO BLOCK MIT HEAD SIZE 300 • CI'1U DRIVE PIN (MIN. SHANK SIZE .14j MIN. HEAD SIZE 3I- (TYP) VERIFY ❑ W/ %' TAPCONG OR DRIVE MIN. EMBEDMENT I YV • DRYWALL (MIN. SHANK SIZE .145 B' cm MIN. HEAD SIZE 300 ' CIMU MIT EMBEDMENT I-Y4 W/ TRUSS PLAN WITHIN W OF EACH END 4 MIT HEAD SIZE 300 ' DRYWALL MIN. EMBEDMENT I l) 'DRYWALL WITHIN 8' Or EACH END t 18' O.G. MAX (MIT SHANK SIZE J45 - 'X4' OR I'X2' P.T. NAILER MN. EMBEDMENT 1 Y,i) SPACING 12 O.C. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER WITHN B' Or EACH t ❑ I'X4' OR I'X2' P.Y. NAILER MIT HEAD SIZE 300 2X8� ❑ WITHIN 8' OF EACH END t MIT EMBEDMENT I-Y< 18' O.C. MAX SPACING. 18' Or- MAX SPACINT:, WITHIN B' OF EAGI-ISPAC END 1 SECUI� TO BLOCK WR-,' 'Ni' 098. X 4' MN. 2X8� 2x8s� 7{t,' 09B. X 4' MIT DOOR CASTING 18' O.C. MAx rAC44 •Xs (MIN. SHANK OR DRIVE PIN DOOR CASING , SECURE TO BLOCK W/1-I/4' (MIN. SHANK SITE .145 SECURE TO BLOCK LLIIJ- DOOR CASING TAPGGNS OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW DOOR CASING 7APG0?I6 OR DRIVE PIN pppR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES MIT HEAD SIZE 300 DOOR JAMB OR WINDOW (MIT SHANK SIRE -145 DOOR JAMB OR WINDOW (MIN. 514 SIZE .145 DOOR JAMB OR WINDOW MIN. EMBEDMENT 141) ATTACH TO 2X PER MIN. HEAD SIZE 300 ATTACH TO 2X PER DETAILS. ATTAOJ r0 2X PER MIT HEAD SIZE 300 ATTACH TO 2X PER MANUFACTURES DETAILS. WITHIN 8' OF EACH END 1 MANIFACTURE6 DEt41L6. MIN EMBEDMENT I Y4') MANUrAGTU�6 DETAILS. MIN. EMBEDMENT I Y,y) MANI-AGTURES DETAILS. 1V O.C. MAX SPACING. WITHIN 8' OF EACH END 1 WITHIN V OF EACH END t NOTE. SHIM AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUT19 NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM Y+S NEEDED TO PLU•16 IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB 18' O.G. MAX SPACING. JAMB (Do NOT EXCEEDY11 JAMB !DO NOT EXCEED YV JAMB (DO NOT EXCEED 41) JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED YV DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB BLOCK +1-16//18" DOOR JAMB TO BLOCK +3" DOUR JAMB TO BLACK +3-7/18" DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3/4 OR +6/4 11DiDOW To LOCK +1-15/18' %t WINDOW TO BLOCK +3" (n1DOW TO HIACK +3-7/18' i1 1fD7DOW TO BLOCK +3/4 OR +6/4_ A SCALE:3/8'• _0' C 3/8'=I'-0' 6CAI; -0 :3/8'•I'-0' 2X4= 2X4:= 2X4e= 8EGURE TO BLOCK W/'i(i' 2X4= SECURE TO BLOCK W/ %• BECAlf m TO BLOCK W/ � (MIN. OR DRIVE PIN TTAAP �S OTO R BLOCK DIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK 817E .H5 (MIT SHANK 517E .145 (MIN. 64ANK 617E .145 MIN. HEAD 61XE 300 (MIN. SHANK SIZE J45 L INTEE COURSE MIT HEAD SIZE 300 MIT HEAD 517E 300 MIN. EMBEPMENT I Yi) WITHIN MIN. HEAD SIZE 300 0 MIT EMBEDMENT I Ya') WITHIN 8. OF EAC4 4 END 1 16' oG. MIN. EMBEDMENT 1 Y4') V CF EACH END 1 18' O.C. MIT EMBEPMENt I Ya') WITHIN MAX &PAGING. NOTE: STRUCTURAL 2X MUST WITHIN V OF EACH END t NOTE' STRUCTURAL 2X MUST MAX SPACING. V OF EACH END 4 18' O.O. NOTE, STRUCTURAL 2X MUST 2X6J= 9E ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING, BE ON OUTSIDE t SECURED MAX SPACING. WE ON OUTSIDE t SEGUfED THROUGH NON-STRUCTURAL TPRouGH NON-STRUCTURAL _ SECURETO BLOCK SECURE TI.}ROJGH NON- . I-Y4' YURA.L W12_OW TAPO" OR EMI TAFGON MIN 1-Ya' BECUI'iE TO BLOCK WA-1/4' �•' TAPGGN MIK I•Yi •a zwc, sHaNK c N SECURE TO BLOCK WPJ-�3�,' BEGURE t0 BLOCK W/2-%' %' TAPGON MIN. I-Ya' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK TOP a 50 � - _ TAPGON6 OR DRIVE PIN TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN SHANK SIZE .14b 81MBEDMENT Nro BLOCK MN. HEAD 61 300 MII1.IN.HEAD 8I3ANK � R?E-INFORGINGR36 O.C. Milk HEAD SIZE 300 MIN. HEAD 612E 300 MN. EMBEDMENT 14) B GMU MIN EMBEDMENT I Y4') 8' CMU MIT EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') WITHIN V CMU K' 41 OR ILL WITHIN V of EACH END 1 MAX i TRUSS BTM. WITHIN e' Or EACH END 1 WITHIN 8' aF EACH END ❑ , , )I' DRYWALL e' GMU 8' OF EACH END 1 IB' O.G. X' DRYWALL 1 IB' O.C. MAX &'ACING. 1'X4' OR I)!7 P.T. NAILER IB' CC. MAX SPACING CHORD, SECURE W/(3) 106 Is, O.C. MAX SPACINCx ❑ . TOR I'X2' P.T. NAILER . iY DRYWALL MAX SPACING. I'X4' OR SIN P.T. NAILER 2X8:® 2ND C SECURE TO 2X8� NAILS a EA. TRUSS 2Xg,m ❑ I'X4' OR I'X2' P.T. NAILER 7X8� R CASING SECURE TO BLOCK 87RIGTURAL MEMBER SECURE TO BLOCK UU/l-V4' ' P.T. X 4' MM. SECW°� TO BLOCK W/7-i(`'7rAAo=IJTO CASING SECURE TO BLOCK W/!-Y.' W//- ' TAPCONB OR W/l2A2d WITHIN V Or EACH TAPCONB OR DRIVE PIN COR CASING CHORD TAI'CCNB oR DRIVE PIN TIN. 5HAONS OR DRIVE P'IN PIN END 1 C SI B' O.G. MAX MIN. SHANK 517E .148 A GABLE END BRACING (MIT SHANK 817E .146 (MIN. SHANK SIZE .1411 5 (MIN, SHANK 612E .145 OOR CASING MIT HEAD SIZE 300 /TI MIN. HEAD 512E 300 AMB OR WINDOW MIT HEAP 817E ' I DOOR JAMB OR WINDOW MIN- HEAD SIRE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Y4') DOOR JM1B OR WINDOW TTACA-4 TO 2X PER -1 V OF ENDED t 18' O.C.IN MANUFAC ES DETAILS. V O2X PER MIN. P E�� END 4 118' or_ MANUFACTURES DE AILS. MIN. EMBEDMENT I Y4'> TTACH TO 2X PER WITHIN 8' Or EACH END t '4ANLPACTUIEB DETAILS. WITHIN 8' Or EACH END 4 MANUFACTURES DETAILS. Is' O.G. MAX SPAGINp, a SCALE: 1/2 " = i' -0" MAX SPACING. MAX BPACINGr. X = SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB 18' OG MAX SPACING. NOTE, SHIM A8 NEEDED TO PLUMB NOtS, SHIM A8 NEEDED YO !°LIlMB JMiB (DO NOT EXCEED Y4) JAMB !DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y.i) JAI S (DO NOT EXCEED Ye) DOOR JAMB TO &COCK +1-1//2" DOOR JAMB TO BLACK +2�� DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4' "v +V %nt WINDOW TO BLACK +1-1/H' iTil WINDOW 'PO HI.00K +2 1/4 " ;i' W C +3" /ul_WINDOW TO BLOCK +9 9/4' BCALEs 9/8'.I'-0' D SCALE: 3/B'=1'-0' SCALE:SCALE] 3/8'=1'-0' . a Q zw FASTENER SCHEDULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' A'3w l Y 77 . Tcvcr uls�rhRracsrl USE 7/16" O.S.B. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANI L EDGES AND "8 RING SHANK GUN NAILS At 6' O.C. At SIZE HEAD LENGTH DIA. ENSILE STR o.G. -Ax. 1n r1r l rr�grlNcs :TYP. EXT. SHEATHING AttACHMENT a y SPACES AT EACH END. FOR SHEAR < UPLIFT (OSB.TO BE STRIGTURAL m° RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE e O � e � � w �u 68 2' DECK SCI�WS ®6'-8' n i w C 8d ROUND)MODIFIED OR T I -1/8" 113 110 fD00 I0d ROUND MODIFIED 2 I/8' @8 170)Jd00 INTERMEDIATE SUPPORTS. SEE DETAIL. z NOT f;r==IREp EXCEPT s OPENINGS v 9 col O.G. MAX • EDGES t 12' O.G. H tN]!7F fl11FAT11INr. TA r:dF41 F FNT� FI4dMF _ OR T ROOF SHEATHING m ® w MAX IN FIELD. UNTHREADED •� w 08 RING SHANK GUN NAILS USE 8 GUN NAILS to 4" O.C. — — EXTERIOR SHEATHING USE 1/2' CDX OR 1/16' OSS PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP t BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEGSJ NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NOTE_ NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL t TOOL ASSOCIATION ME I. 0.113 INCH NOMINAL SHANK DIATER 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 3. H a R 4. 0280 INCH FULL ROUND PEAD D AMErE 5. 2 INCH NAIL LENGTH "n z T Ll p 3 R E OOF 5H ATHING LAYOUT AND ENDWALL BRAG INCx FOR G,45LE END FsAt I INra ®I 5HANK TO EXTENP BETOIND w of THICKNESS OF SUB -FLOOR N SHEATHING TYP. 3/4' tKa BIUB-FLOOR PECKING GLUED t0 - . ALL EXPOSED MEMBERS o IV 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SM. TO BE STRUCTURAL GRADE) BUILDING LENGTH A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 F U w 0 0. U Q F A 9'LTHa=V. a TAT. CREEKSIDE LOT# 83 F 04321 000 MODAme 4EBB "1828—CALI" QARAOR 811RM LEFT PAGEk SHINGLE MONO. SECTIONS & DETAILS 60 MPH EXP. C AFr.HITECT: STATE OF FLOFsA N? J DAZ' 11/15/16 = 1/4"=1'-0'> Cppy WOOD SHEATHING FI5ERGLA55 SHINGLES OR ZIP SHEATHING SYSTEM OVER "30 FELT PAPER CIN57ALL1=D PER MANUF. SPECS.) INSTALLED PER FBCR 2x4 BLOCKING BETWEEN WRB LAYER 111, R905.2.7 ON J' O.S.B. TRUSSES AT FIRST (5) SHEATHING OR" GDX BAYS 4'-0" O.G. (At STUCCO WRAP SHEATHING SEAMS)WRB LAYER "2, FORTIFIBER PLYWOOD SECURED FIBERGLASS SHINGLES OVER PER FASTENER EP'IBED. STRAP 030 FELT PAPER INSTALLED BUILDING PAPER SCHEDULE VERIFY W/ TRUSS PER FBCR RW521 ON PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR 1' GDX FRAME TO METAL LATH 24" O.C. MAX. PLYWOOD SECURED PER BLOCK I. FASTEN TO WOOD STRUCTURAL FASTENER SCHEDULE CONNECTION MEMBER-T` 6 " O.G. MAX MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE T1'F- '+, PRE-ENG Wp. TRUSS 24" O.G SEE D1=TAIL 15/DI INSULATION R-VALUES 2X4 OR 2X6 FASCIA �N MAX. ` — -T/8" TEXTURED 2X4 OR 2X6 FASCIA, 5/8 GYPSUM BOARD OR 1/2 ° s k a FINIS(-E WOOD PER ELEVATIONS PER ELEVATIONS HIGH STRENGTH GLG. BOARD T. 2x4 RAT RUN SECURED DOUBLE TOP PLATE VENTED ALUM. SOFFIT 126's a EACH TRUSS "M" TYPE CONTROL JOINT !. VENTED ALUM. SOFFIT ,x SEE ENERGY CODE FORMS FOR T-T'f- WINDOW HEADER SIZE VARIES 1/2' GDX OR'1/16" x O.N OSB SECURE t0 PER WINDOW OPENING SEE INSULATION GYPSUM BOARR 50AR SD OR ROOF CONNNECTECTTRUSOR NOT UPLIFT METAL LATH STRIP HEADER 5PAN CHART FOR 5/8" 1/2" CDX OR '1/16" 055 DETAILS WALL PER 1/2' HIGH STRENGTH CLG. SHOWN FO SECURE t0 WALL PER FASTENER BOARD CLARITY l T (o" WIDE STRIP SELF FASTENER SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON 5 SHOP .) ADHESIVE FLASHING, CLEAN DOUBLE TOP PLATE MASONRY BEFORE APPLYING ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEET D2 WINDOW HEADER SIZE VARIES OR 1/2 ZIP SHEATHING y OR I/2 ZIP SHEATHING WINDOW SILL SYSTEM (INSTALLED PER WINDOW OPENING SEE TEXTURED SYSTEM (INSTALLED PER 2x6 STUDS a 16" O.G. MAX W/ PER MANUF. SPECS.) HEADER SPAN CHART FOR � MANUF. SPECS.) INSUI , SEE ENERGY CODE DETAILS FIN15H4 -s MASONRY 1/8" THICK, 3 COAT Q FORMS FOR INSULATION I/&' THICK, 3 COAT WDOW " ATTACHMENT AS PER RIOR WALL CEMENT PLASTER ' R-VALUES MANUFAC7URRE5 SPECIFICATIONS IN8 CMU APPLIED TO METAL CEMENT PLASTER SHEATHING (SEE ' T 4 G SUBFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACH STUD LATH OVER 2 LAYERS SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2x6 STUDS a 161 O.G. MAX W/ TO DBL. TOP PLATE OF GRADE "D" SCHEDULE ON SHEET D2 OF GRADE "D" INSUL., SEE ENERGY CODE W/ USP SPT24 NAIL BUILDING PAPER OR BUILDING PAPER OR FORMS FOR INSULATION PER MANUF. SPECS. PAPER BACKED LATH PAPER BACKED LATH' R-VALUES OVER AN APPROVED OVER AN APPROVED i" T 4 G SUBFLOOR GLUED AND HOUSE WRAP HOUSE WRAP ?' ' SCREWED AS PER FASTENER SECTION AT T 0 JP k� SCHEDULE ON SHEET VERTICAL CONTROL BETWEEN I-QOF EXTERIOR WALL ISSIMILAR MATERIALS DETAIL 5 I 4 SCALE: NT5 SCALE: 3"=1'-0" TRUSS CI 1"IFG.SPECSJ `�'� ZIP SHHFEA-7 41NG SYSTEM (INSTALLE CONC. FILLED LINTEL UM BOARD OR }' HIGH DETAIL 5 PER MANUF. SPECS.) OR BLK W/ (1) *5 REBAR TRENGTH CLd. BOARD CONTINUOUS IXa NAILER/DiFt Stop -E F TRUSS 1000D S� �EAT;-iINC (I MFG. SPECS.) ■ LURB LAYER 01, G M BOARD OR 4" HIGH �,� STUCCO WRAP SEE ENERGY ODE FORD 15 FOR RENGtH GLG. BOARD C INSULATION R-,VE 0 io, ALUS Ix2 NAILER/DRAFT STOP U1RB LAYER 02, 0Rt11=15ER PRECAST LINTEL BUILDING PAPER CONC. fIILLED LINTEL BLK W/ (I) WINDOW AttACpf-IENT AS PER "5 REBAR CONTINUOUS ` t" =TAL- LA 5/8 THICK 3 GOAT MANUFACTURES 6PEGIFICATIONS SEE ENERGY CODE FORMS FOR WOOD 1/S" TEXTURED PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION R VALUE5 CONSTRUCTION -FINIS(-F0 WOOD PLASTER APPLIED PRECAST LINTEL DIRECTLY TO (1) 05 REBAR VERTICALLY WINDOW ATTACHMENT AS PER A FASTEN TO WOOD STRUCTURAL MASONRY W/ GONG. POURE€P CELL MANUFACTURES SPECIFICATIONS I MEMBER O.G. MAX 5/8 THICK, 3 COAT all CMU — ix2 P.T. FURRING PORTLAND GEMENt PRE -CAST CONCRETE SILL ' 1... 3/4" T 4 G SUBFLOOR GL D STRIPS a 24" O.0 PLASTER APPLIED -/g" TO i ' MID -WALL AND SCREWED AS P 8" CMU DIRECTLY TO (I) 05 RE15AR VERTICALLY WEEP SCREED FASTENER SCHEDULE MASONRY SHEET ::)2 1/2" GYP. WL. BD: W/ GONG. POURED CELL x S LLI WOOD BASE Ix2 P.T. FURRING - Z z .Q _ 0 STRIPS A 24' O.G. FIN. FLR. all GMU FAST O X4IBBON W/ 1/2" GYP. WL. BD. C 12a EACH TRUSS. ` — WOOD BASE RIBBON TO BE P.T. 6 WIDE STRIP SELF ADHESIVE FLASHING, CLEAN PRE-ENG FLOOR TRUSS FIN. FLR. MASONRY BEFORE APPLYING (INSTALL PER MFG. SPECS) aa GONG. FILLED LINTEL BLK W/ TEXTURED (I) "'5 REBAR CONTINUOUS 2-STORY 2-STORY A FINISHMASONRY WALL WALL WEEP SCREED DETAIL 0S) RIBBON 1 SECTION U92 SECTION WOOD TO BLOCK CONNECTION �FASING DETAILSCALE. 3/4' = I' -0" 5 SCALE: 3' = I' -0' CONTROL DATE: 12/13/12 SCALE: 3/4" =1' FIBERGLASS SHINGLES FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS OVER 030 FELT PAPER NOTE E= EXTERIOR WALL 67UD8 OVER "30 FELT PAPER PRE-ENG GABLE TRUSS INSTALLED PER FBCR SPF gtIFFBACK (SEE SEALD TRUSS INSTALLED PER FBCR — a PLACE STRAPS SPACED R905.2.1 ON 05$. R9052.� ON 058. SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE a !WALL SHEATHMCs NOT. t AND Fast D As ENG. PACK FOR SIZE 4 CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS suouN FOR CLARITY) s A I AHL s PAT SHEATHING OR �" CDx SHEATHING OR �" CDX 2x4 5PF BLOCKING BETWEEN SPAN OR HIGHEST ASTEN STUDS TO ®LOCK WALL wl ow STUD PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD SECURED _ PER FASTENER TRUSSES AT FIRST C5) BAYS 4'-0° TR45SE5 AT FIRST C5) BAY RIDGE. DIAGONAL w1rH uER5 AS UK INSTALL O.G. CAT SHEATHING SEAMS) PER FASTENER O.G. (AT SHEATHING SE ) 15RACE TO BE a ANY FASTENERS Ass END INSTALL 1 SCHEDULE: STRAP i EA END � SPACE � IN (10 Imd COMMON NAILS SCHEDULE t SPAN 15'-0" OR STRAPS AS 1=OLLOWS NO I E : 110 MPFI 'C': 37' O.C. I ) D C0.148 DIA X 1 1/2' MTL. DRIP EDGE DIAGONAL BRACE a MTL. DRIP EDGE GREATER REFER t0 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUE ENG FOR -Ism MPH 'C': 3Y O.C. PRE- W . TRUSS 24' PER ELEVATIONS - TRUSS 24' ADDITIONAL I1 MPHG' 48' O.C. G HIGHEST RIDGE. DIAGONAL 2X4 OR 2X6 FASCIA O.G. MAX. BRACE TO BE a ANY SPAN SECURED W/ (3)12d C HORIZONTAL TRUSS TOP OF LATE WALL PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE 1.. FILL ALL REMAINING STRAP HOLES w/ SECURED W/ l3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER v SCHEDULE ON SHEET SECURE TO 0'-0' TO 30'-0' Cl) Uod NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL TRUSS W/ X-BRACE c WOOD BAGGING 1/2" CDX OR -1/16' 0515 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' TO 60'-0" (3) co r DO NOT PLACE SCREW IN FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP HOLE NEAREST TO TOP SECURE t0 WALL PER NAILS TOP of of crnt BLocK WALL FASTENER SCHEDULE 0'-0" TO 30'-0' CI) I/2' CDX OR �/16" OSB a CENTER AND (2) MAsoNRY - X-BRACE SECURE TO WALL PER i. BRACE DIVIDED B. ON SHEET D2 6 CONNECT Bottom of OR 1/2" ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE EQUAL!' FROM CENTER : STRAP TO CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (I) X-BRACE ON SHEET D2 Tp ENp W/ (1) 3/16' DIA. X 1- 1/4' ,; / ;^itu'r� ^' x�' ri F,_S'' m CENTER AND l2) OR I/2' TIP SHEATHINGS 1' _ r 5'; tX ; Q', =r LONGTAFC0NMASONRY MANUF. SPECS.)' CMU BLOCK WALL tREwe, WEEP SCREED, SEE , ` BRACE DIVIDED SYSTEM (INSTALLED PER 2—STORY CONT. 2x4 5PF RAT RUN SECURED W/ _ CONT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) (2) 12d's a EACH TRUSS DETAIL 5, SHEET D3 (2) 12d's a EACH TRUSS TO END 2X4 W/ 3/8 X 5 LAG (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W! GABLE END 2X6 P.T. SECURE W/ (2) 2x4 °2 S.Y.P. DIAGONAL BRACE W/ a32 O.G. MAX. OR 1/2"X9' ANCHOR (3) 12d'S a EACH TRUSS DIAGONAL GABLE SIMPSON MST4-24 a (3) 12d s a EACH TRUSS DIAGONAL CROSS _ EXTERIOR STUD WALL CONNE CTION BOLT 32" O.C. MAX. X-BRACING TO COVER 5-TRUSSES 32' O.G. MAX. X-BRACING TO COVER 5 TRUSSES BRACING NAIL GABLE TO 2X6 X-BRACING DBL TOP PLATE 5/s" GYPSUM BOARD OR 1/2" HIGH 8 - ,- TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.C. STRENGTH GYPSUM 05 50A OR 1/2 HIGH SCALE: 3/4"=I'-0" 2X STUD 16' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4 -I -0 3 MAX. STRENGTH GLG. BOARD SCALE: xts A R C H I T E C T S Isi n Grou 1nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w w Qq 0 4 L U w 0 F A oun=v. a LOT. CREEKSIDE LOT# 83 P1wOJZCT# 04321- 000 11[OD�ie 4EBB "1828—CALI" GARA02 OWING - LEFT PAO& SHINGLE MONO. 2—STORY WALL SECTIONS & NOTE 160 MPH EXP. C ARCHITECT: STATE Or- FL©RDA Dw 11/15/16 8C 1/4"=1'-0" lop y C7— *NOTE: NAIL 5HEAT4NCz TO ALL 2X A5 PER EXT. 5HEATHING NAILINCx, 56 4" O.C, MAX EIDGE5 4 ro"-5" O.G. MAX IN THE 1=1ELp 2x RIDGE ONE SITE LA�sER SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SITE W/ 2'X2"XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR A GARAGE DOOR H IN JOINTS PRIOR TO FILLI ll's MIN. (4) 10d GUN NAILS — DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 16" O.G. MAX. © RAFTER W/ r7u 2X4 16' OL. MAX SECURE 2X4 TO 000 0 MIN. (3) 12d NAILS OR WOOD W/2-12d a 6'-8' MIN. (4J 10d GUN NAILS ail OZ. STAGGERED "' w 2x RAFTER5 rt SECURE 2X4 W/ 2-yo, NO NAILER SECURE TO TRUSSES SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN (MIN. SHANK SITE .145 MIN 0 BELOW W/ (MIN. SHANK SITE .145 MIN. µEAD SITE 300 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD SITE 300 MIN. EMBEDMENT I Ya' W/IN S' FLAT TO BLK (3) 10d GUN NAILS a EA, TRUSS EMBEDMENT 141 W/IN S' EA. END NOT TO EXCEED W/ GUT NAILS.171 EA END NOT TO EXCEED ST. PLA Is' O.G. MA ARGI-IUJA1' SIDES: 18' O.C. MAX 2X6 GARAiGE DOOR BUCK W/ (b) RATER t0 TRUSS MTS-12 r )6'X8" A -BOLTS 4' EMBEDMENT MIN. ® CREATE VOID FOR STRAP 2X4 SOLID ST. PLATE J W/ 2'X2'XA WASHER AND NUT PENETRATION SECURE TO 1/2' GDX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2x4 SOLID L I/2' CDX WITH MIN. 2-12d BLK. GARAGE DOOR HDR. IN JOINTS S2X4ECU SHE TH E NO PRIOR TOX6 PT F FILLING. a CENTER OF PRE -ENO TRUSSES WITH MIN. 2- E LK DOOR HEADER WKI) NX8' J-BOLTS PRE ENG TRUSS EXTERIOR ARCHWAY EXTERIOR ARCHWAY E 4' EMBEDMENT W/ 2"X2'X6' WASHER aLTERNatE coNNEctION 4 CONV. FRAMED ROOF 1 WITH WINDOW SCALE: la"=1'-0' AND NUT. META-24 RAFTER TO BLK'G SCALE: SCALE: I/2'=I'-0' BETWEEN TRUSSES 2X4 SECURED TO PRE-ENG TRUSSES W/ TRUSS " IITS UPLIFT GABLE ENG W/(2)126 "' NOTES; ® CONNECTOR VERIFY W/ SIMPSOM PTOM20 6'-8' O.C. ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/W 10d TO TRU55 2X4 SECU MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) I/4' x 2 I/4" GABLE SUCH INSTRUCTIONS ARE MORE STRINGENT TAPGONS TO CONT RIPPLE STUDS a I6' O.C. POURED LINTEL —_— W/( a UPR HT GARAGE DOOR HEADER SIZE PER :. MAX IMPSON LSTA-12 a EA. JACK " 1�00 UPLIFT BUCK ATTACHMENT SPAN CHART. STUD, BOTH SIDES OF IN 51 INSTALLED N OPPOSITE SCALE: I/2'=I'-0" OPENING. INSTALLED ON OPPOSITE . � FACES OF BLOCK WALL 3 a GDX PLYWOOD 2x STUDS a 16' O.G. MAX W/ W/10 10d TO TRUSS GABLE LOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" �j - TRUSS 2x4 BLOCKING DOOR WITHIN;' OF WINDOW/ DOOR TAPGONS TO GONT a EA. RAFTER & _0 CFENI?Nra OPENING OPENING AND SECURE PER POURED LINTEL \, NAILING SCHEDULE -- RAFTER KING STUDS (SEE HEADER i H2b Ea ,/ SPAN CHART FOR DETAILS PRE-ENG TRUSS .� ° �; ;, RAFTER ° ��' /� AND SPEC(FICATION) 2� TER JACKS (SEE HEADER SPAN CONTINUOUS BOND BEAM a 24' O.G. ° 4 PREGA57 LINTEL �j CHART FOR DETAILS AND FRAMING �� /% SPECIFICATION) (TYP) a,, 5 �' �� JACK STUD ASSEMBLY TO BE �o / SECURED ONE PLY a A TIME. 5 CLOSED VALLEY FLASHING DETAIL FRAMED OVERHAN G �. i /�'� ��/, USE 12d NAILS, TWO WITHIN 6' � FROM EACH END a NO MORE 6 NtS. �i �� THAN 12' OL. STAGGERED 2X4 DBL. SP4a32' O.G. MAX 2X4 TOP PLATE a El"TIB ' ME MIN. ' TAP CONS 2X4 DBL. I/2" GLG. BOA TO SECURE TO FRAMING, EMBEDMENMT S' FROM EACH MIN. 2' COVER TOP PLATE TOP < 50TT 70P PL TF NEED MIN I I/2', LESS THAN YP. INTERIOR X � END < 32' O.G. MAX. 2 APART I I/2', WINDOW MUST BE PRE-FAB PRE-FAB BOARD TRusSAe -FAB 5ECURED TO BLOCK 11 DOOM OPENING WD FRA BOTTOM PLATES `A�FULL ANCHOR TRUSS 1/2' CLG. BOARD TRI/2" GLG. USS TRUSS 1 SCALE: I/2"=I'-0' LENGTH STUD, BOTH SIDES 12 RETROFI CONT. METAL OF OPENING. NTB. 1/2" GLG. BOARD 1/2' DRYWALL TRACKS, TOP t 2x4 WOOD BOTTOM a 2x4 BLOCKS LINE OF SLAB STUDS OZ. 1/2" DRYWALL I/2" DRYWALL SECURE 2x TO BLOCK W/ (2) ' 2X4 WOOD 2X4 CONT. "5 REBAR VERT. IN COWER BEAD STUDS a16" STRESS TAPGONS OR DRIVE PIN SOLID GROUTED CELL SEALANT t O.C, U.O.N.BLOCKING 2X4 WOOD CHANNEL SNAPPED (MIN SHANK SIZE .14W BACKER ROD OCKING 5TUDS a24' STUDS 24 O.G. W/THICK 3 GOAT — MID -WALL MID -WALL SECURE ST. PLATE O� LAYER OF I/2' (MIN EMBED. I ) a' cMU SEE SECURE Bt. 1/2'X9REINFORCEMENT ' AB. TO SLAB W/ 10d DEMENT PLASTER �qpZ TYPE GYPSUM WITHIN S OF EACH END AND APPLIED PLATE TO S 32' O C.. MASONRY NAIL a / ; j I/2' DRYWALL 32" O.C. MAX WALLBOARD 18' O.G. MAX SPACINGS. DIRECTLY TO \ //j _2xb P. uD W/ 10d M EMBEDMENT ATTACHED TO EACH 1 tASONRY NAIL a 32' 2X4 PT. SIDE a 12' O.C. 4 ATTACHED IR FILL ° AS MAX SEE FOUNDATION PLATE GMU WALL PER GONG. SLAB FOR DETAILS GONG SLAB CONC. SLAB PRODUCT SPPROVAL IlMQ � ,l'y � FROM MIAMI-MADE _. - - _ a • COUNTY F I I ° X i—WEATHER STRIP - n I r a ' MOULDING ALL SEE FOUNDATION a . i AROUND (BY FOR DETAILS SP4a32' O.C. MAX 1—STORY a �` _ , _ v _ ° e ° � GALV. STEEL _ DOOR MANUFJ 1-STORY 1-STORY 1- STORY TYP. INT. WALL ° rRacK BRACCETS �� FASTENED TO INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS WOOD JAMB W/ a (NO UPLIFT) (W/ UPLIFT) (NON- NON-BRG. 3SCREWS4'LAG vERt`IGALETRACK 11MIR. I B RHEAD °� @8YZA,,. la"=11-0' SCALE: I/2'=1'-0" SLIDE ALE: 1/2'=1'_0" SCALE: I/2=1'0"8C ARCH WINDOW FRAME BSTENE FASTENED TO CRACK BRACKETS ROOM SCALE: 3/4"=1'-m° W/1/4'-20XI/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=1'-0' AND LOOK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSS p1 E-ENG. TRUSS —DOUBLE TOP PLATE z 2x GONTINOUS 5TRE55 DBL. 2X TOP PLATE SP4a32' O.G. MAX BLOCKING MID WALL i/16' OS.B. ~ ,u, 2x STUDS a 16' O.G. MAX, OR 1/2' TIP SHEATHING SYSTEM (INSTALLED PER U.O.N. MANUF, SPECS.)' T < G SUBFLOOR GLUED 2X BLOCKING a AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2, GDX IST FLOOR STUDS TO 2X STUDS I6' O.G. MAX 2ND FLOUD$ 51MPT -36 a 32, � 2X BTM. PLATE O 3/4' FLOOR DECKING MStA-36 32' O.C. MAX PRE — FLI ER PRE-ENG FLOOR TRU5S dINEERED DOUBLE TOP PLATE PRE- FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS a I6' O.G. MAX, W/ 1/4" GAP FROM BLK. TO O.S.B. U.ON. 1/2' GYP. WL. BD. O2 HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SECURE ST. PLATE TO 6104a32' O.G. MAX SLAB W/ }'x9" ANCHOR 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW = SIMPSON SP4 s 32' O.G. MAX O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE T LAT PRE-ENG TRUSSES OR CONV.FRAMED RAFTERS CRI TU ® I O.C. M PRE5 - • EA. JACK-EN�TRRUSSED STUD, 1DIES or NI SH ATHING. SHEATHING TO BE M -12 TUDS a tb O.G. MAX W/ E WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE PL 1/16 05.5. KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) 2X4 STUDS 16' O.0 JACKS (SEE HEADER SPAN r} O.S.B. SHEAT O J" $1M4 CHART FOR DETAILS AND CDX PLYWOOD. ED SPECIFICATION) PER FAS BGHE LSHE � trfTS-12 LATE JACK STUD ASSEMBLY TO t3E V2 IP S THING SECURED ONE PLY a A TIME. S TE 1NST LED PER TEXT- FINIS44 USE 12d Na1LS, TWO WITHIN 6' FROM EACH END 4 NO MORE BLOCKING UNDER THAN 12' O.C. STAGGERED ALL STUDS $CURE ETA-I6 5P4 OR H5 E i TOP AND N TRUSS BAYS W/ T SSRED BOTTOM PLATES a EA. FULL (3) 126'a EACH END ' CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENING SHEATHING TO LAP TO STUDS . I6' O.C. BOTTOM OF PRE-ENG'D MTS-12 a EVER STUD TRUSS BELOW_ SHEATHING MUST NOT BREAK 1'-4' MIN. 2X4 ST. PLATE FROM 2ND FLR. LINE KNEE WALL DETAIL VY ENTRY INT. 2-STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE:3/4'=1'-0' SCALE: 1/2'=r-0' 4 SCALE: I/2"=I'-0' 14 DOOR OPENING WD FRAMED 15 ATTACHMENT SCALE: I/2' = I' -0' SCALE: 1/2' = I'-0' CONTROL DATE: 07/01/15 ■ A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesipgtowp.com AA #: 0003325 w Chi W 0 0. w Q F A E swa=v. de LOT: CREEKSIDE LOT# 83 it hnomp 04321.000 maim is 4EBB "1828-CALI" 0ARAGE 8IMMQ: LEFT PAO& Misc. DETAILS 160 MPH EXP. C AlFiCHITE•CT: STATE OF FLOFMA Mqy „�/ �j� 701J MX - 11/15/16 1/4"=1'-0" II0 C4Py A R C H I T E C T S Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact @ 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 atIge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" rain embedment. 1/4" concrete tapcon anchor. 6" max o/c for comers, Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tr" Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Trig 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 lJ4" embedment. Concrete tapcon anchor, 1/4", 6" max o/c spacing In top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Tru Smooth Star FL7630.1-R6 Impact right and left corners, 14" max, spacing elsewhere Clopay Clopay horizontally and vertically. 1 1/4" embedment, Double Garage Door (+29) / (-35) (+46) / (-42) 16.2x7 73 W6 FL16107,03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Single Garage door (+30) / (-38) (+38) / (-44) 8X7 73 W6 FL16707.24 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C 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 Rhino U10/20 FL17801 gauge 1'/<" annular ring -shank nails, spaced 6" o,c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit (+75)/(-75) Alside 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels +or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, Less than 6' span can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels 6' +or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, span or more can be headed screw or all thread but with wing nuts Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing .1 N. RONALD REAGAN Bl. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774,4078 www.abdesigngroup.com AA #: 0003325 F N h W Q W 0 F �0. h Q F q ti 9LTSDIV'. A! ZaOT. CREEKSIDE LOT# 83 IP 04321.000JZ=T MODEMA 4EBB "1828-CALI" GARAGE SMZIM: LEFT PACM PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 171 DAB ' , 11/15/16 RC 1/4"=1'-0" NOTE` NOTE: FZ ZIP E44EATI-IING SYSTEM IS IF ZIP SI-+EATI-IINCz SYSTEM IS APPROVED IsuILDING WRAP INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE 6' v VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) 4 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER LATH VERTfGAL LAP TO BE 1° INSTALLATION PROCEDURES APPROVED HOUSE WRAP. INSTALLATION PROCEDURES L FORT1 NEED To HI taPED \ W17H FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / \ I' OR LESS PIPE � 6'x6' SELF -ADHERING MEMBRANE _ PENETRATION \ 1 FLASHING (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINT /PLASTER'I3 COAT CEMENT /y WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS T\ ��. q SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH a 9" WRB LAYER 02, FORTIFIBER / \ FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER I niN. LAF a METAL LATH J �� `I HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ FLASHING To EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %" LEG MAY BE USED TO TEMP. FASTENED •-T' (VERT.) O.G. MAX I ` SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF \ FASTENERS TO BE SPACED STUCCO WRAP FLASHING METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP' ONE SIDE OF SELF -ADHERING MEMBRANE • T' O.G. MAX VERTICALLY STEP *I St5P 02 WOOD SHEATHING / � � / � � � FLASHING OR 1/2 ZIP SHEATHING //�� WRB LAYER 01, �' THICK, 3 COAT CEMENT WRB LATER "I, SYSTEM qNNSTALLED PER �' STUCCO WRAP PLASTER MANUF 5 G5.) �� METAL LATH STUCCO WRAP 6' MIN FAFER -A- BELOW ONLY_ WRB LAYER 2, FORTIFIBER WRB LATER 02, FORTIFIBER WRB LATER 02, FORTIFIEIER BUILDING PAPER i �ILpIN� AMR — BUILDING PAPER METAL LA�H / \ / STUCCO LAYER P FLASHING OVER 4'x4' STUCCO WRAP b'x6' SELF -ADHERING MEMBRANE SELF -ADHERING MEMBRANE e' Tc 1° INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED [APSHALL NOT GAF MIN. WOOD SHEATHING SCRAPS, STAPLES) AS HOUSE WRAP. 6° ro a° 6° To s' I OR II ZIP SHEATHING Ql1fRED TO SECURE NTINUOUS MIN. MiN, ,{ STSI (INSTALLED PER CsH CONTROL UFSPECS.) FLASHING -A EXTEND ONTO PIRNF BUT SHALL PIPE/ WIRE TO FRAMINGOPPED ANDFLAS SELF-AER APG OVEDRANE t EACH SIDE. FLASHING OVER APPROVEDSTM CHC1063SIPROVIDE 2X4 BLOCKING ` FLAS$ WRAP PLAGEi✓ FLAT MAX. 6' TO 8'FLASHING TO EXTEND ONTO PIRF FROM CONTROL JOINT WHENCONTROL JOINT FALLS ON APER LAP V CONT. BEAD of SEALANT /STRUCTURAL STUD SCALE: 1 1/2'=I'-0" ENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR ES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER E TIES TO BE (NO. IS) 0.0416'WIRE / SHEATHING CKING SHOWN MAY BE IN ADPIPLAN G.V. FINISH (SEE OATTTP WALL SECTION) O� ELASTOMERIG COATING OVER bTUCGO/ WALL STUDS REQUIRED PER PLAN / VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER I R703.6.1 Exterior lathing and plastering NOTE: SHEATHING x% Exterior use of portland cement plaster SIDE LAPS OF METAL OR 1/2' ZIP SHEATHING SYSTEM 3; shall comply with the application PLASTER BASE$ SHALL (INSTALLED PER MANUF. 9f'I=CSJ ;, requirements of ASTM C 926-12A,. BE SECURED TO BUILDING 2 NOTE: 1 FRAMINGMEMBEr". PAPER 'LaP`I IF YIP 5p4;=ATE4[NG SYSTEM IS Installation of exterior lathing and flaming O M TYPE CONTROL JOINT THEY SHALL BE TIED BETWEEN SHALL 5E 275 r Ij�S-(',L�LL�D, PL�,4,$� $�� shall comply with ASTM C 106312_A. WITH 0.0416-IN. (I.2I-MM) Stucco LAP s LA - MANUFACTURERS WIRE AT INTERVALS NOT a" LAP ° PAPEt INSTALLATION PROCEDURES MORE THAN S' Q2 S-MM). AS PER A5TM C1063 OI. FOLD NWARP • PT. A O I. FOLD INWARD • PT. A /�� -� T JL1 T 1.81 ® 2. CREASE • PT_ B \�-I� / IK O v T NOTE - FOLD � JL1 FOR REPAIR OFTEgRg HORIZONTAL LATH IN WRB LAYERS, TEARS �1� ��T��®� ��1 �L DETL AI MAY BE PATCHED & PAPER DETAIL E WRAP C—I OR I , PER ANUF. SPEC, PER M FPL.D PEEL 4 STICK i 45 ® 1/2" ZIP SI-IEATI-IINrz SYSTEM (INSTALLED PER MANUF. SPECS.) OR OL FOLD INWARD • ® L FOLD N WRO • PT. A WOOD SHEATHING 2. ORE • Pr. B WRB LAYER II 2. CREASE • Pr. B % .. 3. C • Pi. C STUCCO WRAP 3. CREASE . FT. C 4. FOLD F'T. C OVER F'r. 0 TILL PT. C TOUGaES 501-rCM FLANOE THICK, 3 COAT CEMENT PLASTER 7n Imo, !'— METAL LATH LEGENID ® LAP WRBTAPE OVER DRAINAGE FL ANE (WRB ,. cU FLANGE WATERTIGHT �l�t R #1, V I VIGGO W�Y®t�� ALL 5CREED NOTE: 61E� LD, ¢2 IF ZIP 514EATI4INCs S)'STEM IS z 5"X5" "L" TYPE CONTINUOUS # INSTALLED, PLEASE SEE 1.U�8 L1��i'� 2 (O�TIf 8� - - - - - - MANUFACTURERS z CaALV. METAL FLASI-EINGs INSTALLATION PROCEDURES i' THICK, 3 coAT cal-IENT (NAIL TO ROOF DECK, NOT 5U I L D 1NG f=ARER) PLASTER WALL SI-IEATPNG) WRB L, FORTIFIE'�ER e y 1� E T A L L A T L4 X X X X BUILDING PA PAPER GAP SI�INCsLE - DO NOT NAIL, WRB LAYER M, .,, INSTALL WITH ROOF CEMENT Stucco WRAP LAP LAYERS CP BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX I A' ABOVE \'yL1r =BHINGLES � � r, r ROOFNk1LL 6CIiEED Z �` � � ROOF CEMENT— bkS WALL FLA9,4INCz ��; SI-41NCzLE R001=1NCa UJOOD e�4EAT44INC OR 1/2" ZIP 5I-4EATHING SYSTEM KICK rLASI4NG(SEE � - V (INSTALLED PER MANUF. SpECSJ TAI _ i DE LJ NOTE: 5ELF=ADI4E51V FLA5�4ING — — — — VA IF ZIP 5I-IEATI-+1NG SYSTEM IS NOTE: INSTALLED, PLEASE SEE f t t t MANUFACTURERS i I �h �i : >� � O E3E FEIR F-5C FELT uNDERLA�T—�- WA vRR oa � CUT OR INSTALLATION PROCEDURES R703.&.1 / A5 1"� G-8 -09, 1`iIN. 2. 1=B5. SHINGLE ROOFING.,. WALL IING INSTALLNOTEz CTIONM OF ROOF / FE IR 5a, AfRD (UT I L I T� OFR NO� I NAL WALL NTERSECTIONS /� I ��`` /� DRIP EDGE: OVERLAP 3' { �} D 0 5 NOT 1 IEET 5 �/ I f C/ 10N 5 EXTEND 1/2' BELOW BHEATHNCs, MEG-IANICALLY FASCIA WFAP FASTEN 4' O.C. MAX %! 7 5 (:§)]L FLASHING N.T.S. A R C H IT EC T! d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesighgroup.com AA #: 0003325 rIq h V 0 0. y Q N ti Sv=m. a EAT: CREEKSIDE LOT# 83 p 0r4321.000 WIDDRU 4EBB "1828-CALI" GARAGE BWZNQ: LEFT PA ii WALL ASSEMBLY DETAILS 160 MPH LX2. i AFKI H 1 Cyr 1 STATE OF FLORDA 2g 11/15/16 nc 1/4"=1'-0" c0 NOTE: NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALL 6' FLASHIDHERING MEMBRANE FLASHING OVER STUCCO 11= XIP SNEATI-4ING IS fN5tALLEp, INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH PLEASE SEE 1" 1ANUFACTURERS INSTALLATION MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. ro" SELF ADHESIVE WOOD CONSTRUCTION PROCEDURES SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES 1/2" ZIP SHEATHINGS 5Y5TEM 1/2" ZIP SHEATHINGS SYSTEM I. BOTTOM, 2. 512E5. 3. TOP (INSTALLED PER MANUF. 5PEC5.) OR (INSTALLED PER MANUF. SPECS) OR X VENT GAP IS TO BE SET IN BED - SELF WOOD Si-IEATHINC� ? WOOD SHEATHINGS FLASHING WRB LAYER #I, OF SEALANT TOP AND WRF3 LAYER 01, X SIDES O SE ANt IS t0 BE UNIT STUCCO WRAP tool s s t DEFLECT STUCCO WRAP i W AWA JOINTS, WRB LAYER '"2, FORTIFIBER PREI`1ANUF. DRYER X -z D L AROUND BUILDING LDIN TAL APiAPER " NT Y SEALANT ALL VENT GAP CSET IN 1.i WRB LAYE F RTI IBER i X NT AND INTERSECTIONS CONT. SEALANT) I,4, IN WOOD plNlsl a UbOD BUILD Cs E CONSTRUCTION'S PLY SEALANT At PERIMETER Or - BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDS y¢" GAULKINCS JOINT SEALANT FASTEN TO WOOD STRUCTURAL MEMBER 0 Z' O G. MAX ALL AROUNDD TOP SIDES 8" I COAT CEMENT e' crlu D PER FBC R703.6.1 " L T R EEP S SREEpALL Exterior lathing and plastering BACKER ROD Exterior use of with the a cement plaster DRYER R VENT (BLOCK) l " Q �Q /s TO Ys MID -WALL shall comply with the application JL.) WEEP SCREED X requirements of ASTM C 926-12A. 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHINCS, GLEAN shall comply with ASTM C 1063-12A. SELF - MASONRY BEFORE APPLYING, WRB LAYER *I, C LASHING D1�=SIVE TEXTURED r- flNF STUCCO WRAP ; X BUILDING PAPER _ FINISH MASONRY HOODED VENTOVER QUICK _ WOOD ERA( llll THICK, s cpAt CEMENT FLASH" F WALL 7B HORIZONTAL WEEP SCREED x PLASTER � I HORIZONTAL WEEP SCREED FRAME TO BLOCK) METAL LATH — — WRB LAYER. FORTIFIBER PIPE THROUGH /� R WALL (FRAME TO FRAME) NOTE: BUILDING PAPE WOOD SHEATHING NOTE: IF ZIP SHEATHING: SYSTEM IS IF ZIP SHEATHINGS SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE MANUFACTURERS DRYER VENT (FRAM PLEASE SEE MANUFAc1 uRERs / INSTALLATION PROCEDURES INSTALLEt ON PROCEDURES 6" SELF ADHESIVE /'///�/' FLASHING (INSTALL PER MANUF. SPEC5.) all OR I/P' ZIP SHEATHING Sy STEM !INSTALLED PER MANUF. 6PECS.) BUILDING PAPER WOOD SHEATHING UNDER "QUICK FLASH" WRLAYER "I, NOTE' CUT OPENING: IN STTUUCCOY B WRAP stucco WRAP IF ZIP SHEATHING SYSTEM IS AFFROVED WRB LAYER *2, FoRT IFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION l BUILDING PAPER MANUFACTURERS WOOD W,INSTALLATION IbROCEDURES GU\X MET CONSTUCTION T "X" INTO .' T `X" INTO G: A VENT PENETRATION WRB LAYER . CUI RIN STUCCO WRAP MEMBRANE FLASHING A SCALE: N.T.S. b' GMU C I EAD \ APPLY SELF -ADHERING RA ND MEMBRANE FLASHINGBA WOOD SHEATI41NG OVER BOX AND OVER ION MID -WALL APPROVED WRB LAYER WEEP SCREED "I Fi' WIDE STRIP SELF ADHESIVE FLA5HINGs; CLEAN MASONRY BEFORE AFIFLYING APPROVED z FLASHING HOUSEWRAP WRB LAYER 01, BELOW STUCCO WRAP �i ELEC. METER FIELD 1 VERIFY LOCATION —ELEC- METER FIELD STONE VENEER V IFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING OVER SCRATCH GOAT ER L NO MEMBRANE i � C:RADE "D" FELT MEMBRANE FLASHING ENTERS ISOX, OVER —APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVE01 Ill D C W STONE VENEER PRIOR TO INSTALLING ELEC. HouSEWRAP METER WRB LAYER 02, FORTFIBER (FRAME TO BLOCK) BUILDINGx PAPER / WTI-FIRIGID POLYMERIC 5 T E F LEGEND- � �T� 15OCYANOTE-POLY5LEND FOAM - JL ®J ( "GREAT STUFF" OR 51MILAR) ELASTOMERIG APPLY A SILIC N DRAINAGE PLANE (UJRB BASE SEALANT AT POINT LAYER #I, STUCCO IURAP� THAT ELEC. WIRE PENETRATES APPLY E-z 19EAD �� MIN GRAB roD, UJRB LAYER #2 (PORTIPIBER — — — — — �` BUILDING PAPER) AREA TO RECEIVE FELT PRovl STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- JOINTS AND INTERSECTIONS ROLL PRIOR TO STUCCO 4 ELEC. M3=T1=R INSTALLATION PROVIDE STUCCO SCRATCH 0 o, o. .O 0. a. ., 0. 0 .0.0.0 0 COATING: OVER Stucco/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH COAT LARGER THAN THE ELEC. WOOD SI4EAT4NG E=,/—/= METER CAN OR METER CAN OR 1/2" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUR SPEC5.) DISCONNECT 5T E f= � 5ELE—ADHESIVE FLASHINCx NOTE: ELECTRICAL RECEPTACLE METAL LATIH: LATH TO BE PER FBC ELECTRICAL CONDUIT 9 R103.6.1 / ASTM C-541-0e, MIN. 2.5 LBS. PENETRATION PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) ARCH6 ITECTS S RtInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774.6078 FAX: 407-7744O78 www.abdesigngroap.com AA #: 0003325 F N w W 0 F V w q F A /7�s 19V�IY. � LOT. CREEKSIDE LOT# 83 04321#.000 NozXI t 4EBB "1828—CALI" *AvAQz sue: LEFT PAGE.'" WALL ASSEMBLY DETAILS 160 MPH EXP. C FlAd 1 /15 /16 SCAlwo 1/4"—V-0" N EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER #I, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR PECKING / BARRIER wI [CONSTRUCTION OOD WRB LAYER "2, FORTIFIBER FINISH LAYER l2 LAYER 3" X 3' 26 GA. CsALV. f WEATHER RESISTIVE BUILDING PAPER PRE-ENG'D TRUSS PEEL 4 StIGK) METAL DRIP EDGE �` BARRIER "2 ___ SET IN FULL BED OF 3/4' HAT CHANNEL $" THICK, 3 GOAT CEMENT WEATHER RESISTIVE P. SEALANT," MIN / - C. 6" 5A W/3/e" TYPE X. DRYWALL PLASTER BARRIER M 6" PEEL < SPACE FROM DRIP PEEL 4 ST �CK 6" SAP. WEEP SCREED WEATHER RESISTIVE STICK �+ DRIP FACE TO TREX / i o " TO SH B IND WEEP SCREED BARRIER 02 EDGE TO FULLY EMBEDDEID `' THICK, 3 GOAT GEMENt� DECK ..... , IN ROOF CEMENT PLASTER V RIE �n 4" O ITI "Ll - , ! �' I �i' X 3' 26 GA. GALV. WOOD SHEATHING E �' I y" GAP FOR BACKER METAL DRIP EDGE is - / METAL LATH I� ROD 4 SEALANT SET IN FULL BED OF WRB LAYER 01, ` _ \ WOOD SHEATHING Y4" GAROD P q 5y R SEALANT,1�" MIN. I O XI 3/4 P.T. OR SIT" IULATEp ' STUCCO wRAP / WOOD (TREX) FILLER, SPACE FROM pRIP " THICK, 3 COAT CEMENT ` VINYL CASING BEAD �\ CONTINUOUS FACE TO TREX WEATHER RESISTIVE PLASTER 6" SELF-ADHEREING WATER PROOFING let ` 6UEATHER RESISTIVE VINYL CASING: BEAD i BARRIER 01 AM66-WFWC-780 CUSTOM A51NG ; i :^�. FLASHING WRAPPED LAYER (2 LAYER FEEL 4 i FARRIER "I — EXTERIOR GRADE �{ e X' / WEATHER RESISTIVE PRY WALL STICK) WRAPPED FROM L__-� WEATHER RESISTIVE WATER PROOFING let ,% BARRIER "2 ®TOP OF WEEP SCREED I ARRIER "2 EX R COLUMN TO SHEATHING BELOW BALCONY PECK to - cara�xso i LAYER (2 LAYER PEEL -- M CANTILEVER APAW +mCL4,arr 4 STICK) ;a LAa wR8 LAYER 1, THICK, 3 GOAT CEMENT\ UM HEATHING X ITI N PLASTER DECK MEMBRANE STUCCO WRAP Co" PEEL 4 STICK E \ � VINYL CORNER BEAD DRIP EDGE t0 PECK ', \\\ g 1, EXTEND RIP PEEL 4 STICK tr WRB LAYER #2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR _ EDG 2"x3' V' FLASHING BUILDING: PAPER (SHOWN FOR CLARIFICATION OF ®® 3' 3' 26 A. ALV. SUB FLOOR " FULLY EMBEDDED IN s _ -" -- - SEPARATE ACCESSORIES ONLY) I DGE ROOF CEMENT • : --- - --- °' ------ SE IN F L BED OF �� 4 I X 3 26 GA. GALV. 6" SELF-ADHEREING 1 Vxi 3/4, P.T. OR SIMULATED E T, V MIN. I METAL DRIP EDGE WRB LAYER "�, FLASHING WRAPPED WOOD (TREX) FILLER, SET IN FULL BED OF A a CORNER OF CANTILEVER 1 AGE FROM DRIP I P.T. OR SIMULATED STUCCO WRAP _ ; CONTINUOUS / AGE TO TREX O (TREX) FILLER, 1 4 POSITIVE DRAIN SEALANT, Y�' D 1 u �; ��-VINYL CLISING BEAD AMICO AM66-WFWC-'180 `.� WEE P° SCREED Y4" GAP FOR BACKER C NT UOUS SPACE FROM DRIP CUSTOM CASING BEAD ROD SEAL T WATER PROOFING let : FACE TO TREX ^` FINISH LA (2 LAYER LAYER (2 LAYER PEEL 4 " T. FOR SEALANT _ VINYL CASING BEAD STICK) WRAPPED FROM PT. BACKER ROD. WATER PROOFING let CANTI]LE�ER DRIP MODIFIED90 3/4 IENt BALCONY DECK TO LAYER l2 LAYER PEEL < NO GAP IN FIELD 1 O CH NEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: ,/� VI YL A51 G BEAD g THICK; 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS E D l�f PLASTER VINYL CASING BEAD CASING BEAD INSTALLED, PLEASE SEE CANTILEVER METAL LATH COAT CEMENT MANUFACTURERS WOOD g{EATHING PLASTERS DTL. ® CANT. INSTALLATION PROCEDURES 5/8' PE "X" DRYWALL - WEATHER RESISTIVE �I �-I W/TEXTURED 4 PAINTED r T 5/6, TYPE "X" DRYWALL » METAL LATH 10A SCALE: 11/2'=I' L II A G " " N IJ FINISH w�q�j � RESISTIVE W/TEXTURED 4 PAINTED WOOD SHEATHING ' THICK, 3 COAT CEMENT BARRIE14 w2 FINISH PLASTER 4" POSITIVE DRAIN " THICK, 3 COAT CEMENT 4' POSITIVE DRAIN t� wEEP SCRREED PLASTER WEEP SCREED NOTE: D RA I NACRE P RB VINYL CORNER BEAD SBAP IN FIELD 'R #� rj��CGQ �% VINYL COINER BEAD (5Hc� FOR CLARIFICATION OF t I LATH: -�•°I I LATH I y- VINYL CASING BEAD NO GAP IN FIELD 1IE AI� LH I H: LA I H I O 5E f=EfR �5 IC (SHOLLIN FOR CLARIFICATION OF VINYL CASING: BEAD SEPARATE ACCESSORIES ONLY R103.6.1 / ASTI„I C=B47=09, 1�N. 23 L-55. UJRB LANT�ER #2 (FCRTIFIBER -- — — — — SEPARATE ACCESSORIES ONLY) PER ea. 1'ARD (UTILITY OR Wt IINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP LATH DOES NOT 1„IEET SPECIFICATIONS) 1"IETAL LAT�4 x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION Cap COLUMN (W/"L" FLASHING SCALE: NT5 NOTE: 0 p CONSTRUCTION STUCCO WOOD SHEATHING NOTE SHEATHING SYSTEM IS IF ZIP SHEAT ING Sy E ISIF ZIP INSTALLED, P EA5E E INSTALLED, PLEASE SEE MANUFACTURERS LUEATrER RESISTIVE — 2x FRAMING MEMBER WRB LAYER 4"1, j MANUFACTURERS IN5TALLATIO PROCE Et BARKER "1 W00D 5HEAT�41NG STUCCO WRAP x; >INSTALLATION PROCEDURES 3/4 RESILIEN WEATI4ER RESISTIVE HAT CHANNEL BARt�1ER "� S L�6 4DI SIV>E I=LAS 4INC _ — — a NICK, 3 COAT CEMENT j WOODS 4EAtNING PLASTER WRB LAYER 02, FORTIFIBER iUILDING PAPER i VINY ASIN A P THICK, 3 COAT cerrENt � �/� CORNER BEAD � WRB LAYER "1 PLASTER w FASTENED TO SHEATHING i } /8" PE '4rDRYWALL METAL- LATH — METAL LATH J>1 5TUGC0 WR P A rCE URED 4 PAINTED- SHEATHING �': S O C. MAX. woIP SFIEATNIW3 SYSTEM :7A�-^X�-X. "X�x-7f-x'�-'x-^ _ i n �R MANUF. erce.� j r : �' THICK 3 COAT CEMENT i WRB LA " THICK, 3 COAT CEMENT �I (2) 2x? I HEADER — LAYER 2, EORtIEIBER PLASTER ' BUILDING PAPER �.� ' PLASTER , WRB LAYER #I, �� , 1 6 SELF-ADI-4ERI1�lGrt METAL LATH 4" Pa+ ITIVE DRAIN "' STUCCO WRAP FLASHING l VINYL CORNER BEAD WEEP SCREED �� x I� `,(EXPLODED THICK, 3 GOAT CEMENT WOOD SHEATHING,� 1 � ' PLASTER VINYL CASING BEAD NO GAP IN FIELD vlEw FOR \ , (SHOWN FOR CLARIFICATION OF I : CLARITY) SEPARATE ACCESSORIES ONLY) '� �' ° \ METAL LATH DRIP GAP ' 11D DRIP EDGE :1 WRB LAYER 02, FORTIF15ER INSTALLATION BUILDINCx PAPER WINDOW FLANGE WRB LAYER 01, NOTE: �+ IF ZIP SHE HING 5 E 5 h? 15 WOOD CONSTRUCITON C O R N E R, BEAD k JC-I R, AM E STUCCQ WRAP ' INSTALLED, PLEASE 5 E \ �•/ MANUFACTURERS 2 1/2 INSTALLATION PROCEDURES WEATHER RESISTIVE \\ BARRIER "1 ; . WRB LAYER 02, FORTIFIBER CORNER BEAD WEATHER RESISTIVE ` (FASTENER 4 5PACING -1" O.C.) BUILDING PAPER BARRIER 02 METAL LATH VINYL CASING BEAD 3 GOAT CEMENT f THICK I PLASTER � THICK, 3 GOAT CEMENT PLASTER 5/8 TYPE X' DRYWALL METAL LATH I W/TEXTURED 4 PAINTED W { \ 6"SELF-ADHERING:\ r FINISH dtQPnTIgy�� P SRKtNiwsYS7rmM 1 THICK, 3 COAT CEMENT C s At�EppER AvuF. s�Gs.) ` CMU FLAS1-IINCx ; �EdDER/BEAD PLASTER THICK 3 COAT CEMENT ' VINYL CORNER BEAD VINYL GOR'i'�4 POSITIVE DRAIN PLASTER APPLIED DRIP GAP y -- WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIEL[? (SHOWN FOR CLARIFICATION OF j� SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD k BLOCK 15B CASING BEAD @ WINDOW @DRIP EDGE INSTALLATION FRAME, NO BAND( A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N W U W 0 F 0. U A F A x sVSDm a LOT: CREEKSIDE LOT# 83 04321.000 MODRU 4EBB "1828-CALI" QARAIDR BWnM: LEFT P#Am WALL ASSEMBLY DETAILS 160 MPH EXP. C AF(CHiTECT: STATE Or- R-OFEDA 84Y 0 DA 1 1/15/16 8C i/4"=V-0" I ffislo mmon, co,� NOTE: IF ZIP SI-IEAT{-IINCs 5YS71=M IS '--------------------------- ---------------------- �" tHIG OAt CEMENT ------ ---- z°' �a� T�� 7o tI-IIGK 3 ----- GOAT CEMENT INSTALLED, PLEASE SEE PLA R PLASTER ` WOOD SHEATHINfs ,casirl� >��ar; L T � SEALANT PILASTER MANUFACTURERS To T�iM INSTALLATION PROCEDURES 1X TRIM MEMBER ' STUCCO TO — / METAL LA\\ WRE3 LAYER *I, x SIDING TRANSITION I LAYER *2, FORT FIBER STucco WRAP WOOD 5I-IEATI41NG UILDING PAPER I +I T SIDING WOOD SHEATHNCx`. a I WRB LAYER *2, FORTIFIBER l BUILDING PAPER ' I I11, - a WRB LAYER *I,_ "" WINDOW FRAME �. .inn n in . .0 1 + m.p w , nw.un STUCCO WRAP 36 WRB LAYER *2, FORTIFIE3ER METAL LATH ' K- , ;-----------•------------- •------ 1.WRB L E 01, * I BUILDING PAPER " THICK, 3 GOAT CEMENTS y IUR� LAYER I, WRB LAYER *2, FORTIFIBER st STUCCO WRAP I PLASTER �` BUILDING PAPER E-z BEAD VINYL CASING ' CW/3/a" FLEXIBLE PVC BACKER Roc)) to "SELF -ADHERING X � CASING BEAD ®., METAL LATH �-. .......... FLASHING i 6' SELF-ADHEREING VINYAL ANGLED ! ��',,�ExPLODI=p $ THICK, 3 GOAT CEMENT FLASTUCCO SNING OR PEEL 4 STICK I i CASING BEAD I VIEW FOR PLASTER SIDING TO S TC C O WRB LAYER *I, STUCCO WRAP, ,I CLARITY) WRAPPED AROUND FRAMING k/ �� CASING BEAD MEMBER roll SELF ADHESIVE FLASHING DRIP CAP - (CROSS SECTION) �'� WOOD SHEATHING WINDOW FLANGE � WRE3 LAYER *I, �,., t;'""�� + 2X FRAMINCs --- ' STUCCO WRAP / 1 WOOD CONSTRUCTION � MEMBER DETAIL BELOW EXPLODED VINYAL ANGLED / F aEroND CASING BEAD FOR CLARITY �` WOOD 51 {EAT VINCs i WEATHER RESISTIVE WRB LAYER *2, FORTIFIBER ; ` BARRIER 01 BUILDING PAPERS WEATHER RESISTIVE / -'---------- t LE,AT IER►2 \ - --- -- ----- -------------- ------------------------------------------------- METAL LATH .�j� ' I W76YvEP SIDING / // \ ---------------------------------------------- / 6" &ELF -ADHERING - ---- ---- ---- �t // FLASHING ---- THICK, 3 COAT CEMI=NT " ' I 6' 5ELF-ADHERING I •'�'Y4 CHAP TYP �n FLASHING WEATHER RESISTIVE g THICK, 3 COAT CEMENT BASING BEAD PLASTER PLASTER i� eARRIER M � ' .. STARTER STRIP WEATHER RESISTIVE 6 "BELF-ADHERING \ ,' ,! \ BARRIER *2 SEALANT TO WINDOW METAL LATI-I u r DO NOT CAL K I \ �\ FLABHING 1 �/ rL S44ING pHERING r SEAL OPENING � � \ / FLASHING j ++ — GALV'D METAL Iz. TaL 'Z' FLASHING W AY *2, FORTII`IBER DRIP GAP _ z' DO NOT CAULK OR OD SIMULATED U ATED SEAL OPENING I WINDOW FRAME D APER WINDOW FLANGE — D BREATHING 5 CASI ,� : T CASINO- BEAD C WINDOW 15EAD // \ I Ya' X 6' SIMULATED I WOOD TRIM MEMBER (FRAME�p �7 W/ B A JL V D) a \ SEAL GAP W/CAULKING OR APPROVED SEALANT r....r... p5amnr, rr� caaa I l STUCCO CASING a MAC) I � SIDING TO STUCCO ! i WRB LAYER *I, \ BTUCCO WRAP @) BLOCK TO FRAME NOTE - IF ZIP 5PETHING s5TrM IS NSITIONWOOD SHEATHING ' II r \ 6" WIDE PEEL 4 STICKINSTALJD, PLEASE SEE MANUFACTURERS � OVER FLANGE: INSTALLATION PROCEDURES WINDOW FLANGE \ METAL LATH NOTE: ' E-Z BEAD VINYL CASING METAL LATH; LATL4 TO BE PER FBC I 2X FRAMING (W/Nal' FLEXIBLE PVG BACKER ROD) I WRB LAYER *I, R7,a -6.1 / ASTM G-84-4-m9, MIN. 2-5 LBS. IvV15ER STUCCO WRAP I' UJOOD 5I4EATI4ING PER SQ. YARD (UTILITY OR NOMINAL \ •APPLY FULL BED OF SEALANT BETWEEN i LATH DOES NOT MEET SPECIFICATIONS) gI,iILDING FLANGE $ BUILDING WRAP ' WRB LAYER *2, F0RT11=15ER f r r 1 WRAP BUILDINCB PAPER IIIQ WOOD CONSTRUCTION i WIRES LA%llrEfR ;*, BEYOND 6 NERING 8" THICK, 3 COAT CEMENT 5TU�CCO UjfRAfi WEATTHERE�S�g ITN vE PLASTER - ! BARRIER 01 f I' WEATHER RESISTIVE IER SHING P E 2 BEAD WINDOW CASING ' II /� �/ p �j B,EA�1ER RESISTIVE / / \ 6' M A50VE TOP -X/ X VR5 LA fR �, FO�\TIF-I5EfR k/6F"ALRSIDING / + , Z' ASHMG /� II I * / ; /V� ! I l i I L D I G F,t �E fR BARRIER RESISTIVE VINYL ANGLED � FLASi4INCs DH RING z 1\ * B / WEATHER �S(STIVE \ CASING;A E D i I 8 RWER MET STARTER STRIP 1"IETAI= LATI4 = VINYL CASING BEAD GALYD � — __ _� DO NOT GAULI� OR (ExPLODED 811 T� 1 CK/ 3 COAT CE IENT SEAL OPENING \ / � J � � � f OR GAFLA METAL LEGEND VIEW FOR F'ls4ST fi� UXATI-ER 'Z' FLASHING SARRIER'M TO LAP CLARITY) I Ya' X 6' SIMU ATE D ( 6' MIN- ABOVE TOP WOOD TRIM M R _ OF 'T' FLASHING VINY I Y<' X 6' SIMULATED DRAINAGE PLANE (WRB IR' (W/3b' FLEXIBLE \ / WOOD TRIM MEMBER LAYER *I, STUCCO WRAP) SACKER ROD) \ / SELF -ADHERING I=LA6HI DHERNG \ I I FLASHING WRB LAYER 2 (F0RT11=15ER EMENTPLASTER \,\ OORAAPPROVE SEALANT 51JILDING PAPER) WEATHER RESISTIVE WEATHER RESISTIVE CASING A T T ' E AD A� BARRIER "I — E-Z MAD METAL LAIN t/�\. �\VI (a� WEATHER RE515TtVE E-Z BEAD VINYL CASING X—X—X—X BARRIER 02 (W/%' FLEXIBLE PVC 5ACR ROD)]BAND (]FIRAME) SIDING TO STUCCO WEA* ER RESISTIVE STUCCO � a 1 7 A 0P FRAME TO FRAME BARRIER *2 WOOD 5� 4EAT� 41NG SCALE: 1 1/2"=1'-m° TRANSITION ((INS ALLED PERMANU� SPE 6.) 19 SELF-ADHESIVE FLA5I4ING — — — A R C R I T E C T S Rn oU01fne.- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www xom AA #: O003325 F 04 w w h F Ra q F Q evrao=v. a ZaTi- CREEKSIDE LOT# 83 F 0J 32�000 mozam 4EBB "1828-CALI" GAP,A" OVUM: LEFT PAA'M WALL ASSEMBLY DETAILS 160 MPH EXP. C im 5 /16 4"=V-0" + � " A R C H I T E C T S TEMPORARILY FOLD -UP i SEC \� RAP (O CUT NOUSEWRAP TUCK TUGK FLAP UNG AT 45' ANGLE at HEAD INHOUSEWRAP ODIFIED 11, UT'I�' LINE OF WINDOW l OPENING \ FOLD HOUSEW IN AT JA'IBB 4 ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) APPROVED HOUSEWRAP OVER SHEATHING OVER INSTALL DUPONTTI WD STUD WALL SLOPE SILL RO. TO EXTERIOR FLEXWR4P ASAS TF \ 11 1. I FLASHING AT THE STEP I M INSTALL 6' SELF -ADHERING FLASHING OVER vINYL HEAD FLASHING: (WITH END DAMS) NAILING FLANGE INS -FALL 6' EXTEND SELF -ADHERING SELF -ADHERING FL014ING OVER \ S ) FLASHING I' MIN JNAILINGG AP�� FLANGE AT BEYOND JAMB FLASHING I INSTALL VINTL CAP EXfENO FLASHING MIN I' SLOW SILL \, FLEXIBLE FLASHING i DO NOT SEAL BOTTOM FIN STEP 6 STEP "7 FOLD HOUSEWRAP DOWN t TAPE DIAGONAL CUT 4 ACROSS HEAD OF WINDOW MIN APPLY 46, NOM. ;ONTINUOIJb BE. 7F SEALANT AT AM56 ANP HE0 1PPLY TO MAO JNDOW NAILING 'LANGE IN LINE 'IwtS-PUNCHED SOLES OR SL01 INSTALL V WIDE ADHESIVE SACKED FLEXIBLE FLASHIN MATERIAL OVER DRIF' CAP JOINT (mwTECTO-WRAF' 5T-20XL or EQUIV) WINDOW ]FLASHING INSTALLATION DETAILS O (FULL WTRZAPP 5GALE: NTS NOTE f T D= �4ATE 1N e�'ST 1� le (NeTAL L :D, f=L=EAeE &EE 1IANU'FACTUa fNeTALLATION F)fRIOCE INSTALL PLUMB, I. AND SQt MANUFAC WRITTEN INSTRUCT Y 4NE NG TINT NOTE: I. IT 15 THE CONTACTORS RESPOKSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2 INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING- SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: GLEAN AND SEAL JAMB TO SILL JOINTS WITI4 DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1 N. RONALD REAGAN BL LONGWVOOD,FL32750 PH: 407-774-6078 FAX: 4D7-7744078 vmw.abdesigngrow p.com AA #: 0003325 F rq h W U W 114 u h Q F F CREEKSIDE LOT# 83 P �4327000 WODB'Ic 4EBB "1828-CALI" ARAOR OWING: LEFT PAOM WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C APY 0 9 IRK \,11/15/16 llp0AZM "1/4» =V-0" 'oA \ 2x6 SU$-BAND W1II'x411 NOTCH 6 END, WRAPPED IN 1=1=1=1 t STICK DRIP EDGE 7/8" TEXTURED FINISH 6 WOOD 5/811 TEXTURED FINISH 6 GMU I\ I\ 1\ I\ I \ I \ METAL FASCIA \ WRAP Y511 FROM vv STUCCO, III FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR C1" IU) \\ NOTE: NOTCH FOR 2Xro 5U8 BAND ONL"r LAN A METAL FASCIA WRAP 2X6 5U5 BAND Q � � 1/5" TEXTURED FINISH a WOOD METAL LATH SHEATHING 6 WR5 LAYER *I, I STUCCO WRAF' t WR5 LAYER *2, F-ORTIFI5ER 5UILDING PAPER ROOF KICK OUT REI` LOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 3-GOA7 PLASTER �f 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP III OFF WOOD WALL. SUB BAND 211 OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE 5EE MAP PROCEDURES ":'Noow" :< PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 11 x4"x4' _ 011 SCABBED TO TRUSS W/126 NAILS roll -all O.G. MAX. 2x SUB -SAND WIV2"x4" NOTCH .8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CIIU) SUB BAND DETAIL Cap WALL SUB BAND DETAIL (aP WALL WI/KIC K— O UT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 411 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/v2"x4" NOTCH e END, ''WRAPP3'D IN PEEL 4 STICK, *ROOF CEMENT -m ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE w (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2211x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT Q ROOF EDGE OMITTED FOR CLARITY A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w w U w 0 F Ra w a h a wl F; x CREEKSIDE LOT# 83 p 0432�000 mcam 4EBB "1828—CALI" ARAl ewe: LEFT PAR & WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C zip i%/15/is BCA , 1/4"=V-0" FILE COPY CALTEI;IATE I— LOCATIONI H VA C LAYOUT PLAN ---------------,---------- f �0 CE -� W.I.C. I I ao 0. BATH I I r T --------------- OPT. OWNER'S PATH OPT. LARGE �I /IN ROOM CALI EQUIPMENT SCHEDULE 3 TON MFG CARRIER C.U. 25HBC536A A.H.0 FV4CNB006 HEAT 5Kw SEER 15.5SEER TOTALCAP 35400 ELECTRIC 208/230/1PH BRKR C.U.35 A.H.0 35 REF LINES 3/4" & 3/8" w w 0 w a ti A 14. SUBDiv, 77 PROJECT# MODEL 4EBB "1828- CALI" GARAGE SWING: LEFT PAGE: HVAC LAYOUT PLAN DAR ET 09/07/16 SCALE: 1/4"=1'— 0" SHEET �� u