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Home My WebLink AboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: 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 BLVD. r, -I � 1_'�_ 9 9 v,,� A �1_j -.4 _ 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH •EXPOSURE — C •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING 1916 SQ. FT. GARAW 430 SQ. I=T. ENTRY 16 SQ. FT. LANAI w SQ, FT. TOTAL 2442 SQ. FT. PLAN REVIEW ABC VOLUME 16604.1 DATE I CHECKED BY: ABBREVIATIONS AST ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE ME. METAL CAB. CABINET N.T.S. NOT TO SCALE CMG, CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE ?LT. PLATE D. DRYER PLYWD. PLYWOOD DHL. DOUBLE PR. PAIR D.G. DUAL GL42ED 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. SWEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SM. SHOWER M. EXHAUST SDY. 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 M. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP• TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR, HEADER WD. WOOD HUT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION r ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC GOMF'DANCE WITH FBC ENERGY CODE MUSI REMAIN ON ALL DOORS AND W INDO�'JS UN%U pMcTIONS ARE APPROVED r ' CONCEALED FASTENERS OR ATTACHMENTS 4V4 ` ARETHE RESPONSIBILITY OF THE CONTRACTOR O.FAECOflO ',ERM��R RFDEN` REf�1 1 A R C N 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 h N W Chi W 0 y4 W A F A ti INDEX OF DRAWINGS evas�=v roT: SHEET # DESCRIPTION CREEKSIDE PG Cl—COVER PAGE LOT #132 PG GN—GENERAL NOTES PG 1 —FOUNDATION PT AN viowiNG PG IA —DOWEL PLAN aLMANUFACTURESLN COO jjANCE PROJECT# PG 1B—LINTEL SCHEDULE U FACTORS AND SHGC COMPIJANCE 04321.000 WITH FBC ENERGY CODE MUST ��ZiEti PG 1B.1—SAFE LOAD TABLES NONAIyppORSANDWINOO" PG 2 —FLOOR PLAN REM"' ROVED 4 E B B PG 3D—ELEVATIONS UN'RLINSPECl10NSARE� PG 4D—FRAMING PLAN " 18 2 8 — C ALI" PG 4.2—CONNECTOR SCHEDULE GARAGE SWMG: PG 5—ELECTRICAL PLAN RIGHT PG 6—HVAC PLAN PG Dl—FOUNDATION DETAILS/SECTIONS pAG3M PG D2-1—STORY WALL SECTIONS & NOTE r+ESEP�aNSANoLLPROP03E viom PG D3-2—STORY WALL SECTIONS ARE SUB,IEC'f 10 ANY specloRs Ia COVER PG D4—MISC. DETAILS REQUIRED of VE" INN ORDER 10 �t PG D5—PRODUCT APPROVALS MAY BE NECESSARY PAGE P AG E PG WAl—WALL ASSEMBLY DETAILS COMPI•Ywvm �I PG WA2—WALL ASSEMBLY DETAILS gCANN�€� PG WA3—WALL ASSEMBLY DETAILS BY 160 MPH EXP. C PG WA4—WALL ASSEMBLY DETAILS ST WCIF— COUNTY PG WA5—WALL ASSEMBLY DETAILS ARCHITECT- 7f2 —OA STATE OF FLORIDA PG WA6—WALL ASSEMBLY DETAILS iT.bAC)+? r�TritX>TT,M+r,'7rxc_ r fire P V41) FORcom#fTx%i" JOBI I AUG XB; 201I JA . AIY I VVLLL /� N C 12079 D 08/10/17 iN I 3AXAR 1/4"=1'—O" 8HEET C COPY GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS II. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERROR, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTSOFTHE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STAWURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. a 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). BY STRICTLY PROHIBIT 8. DO NOT BACKFILL UNTIL SLABS HFJE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM f 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'O 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 ANDASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11, 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/,". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/<'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PS I STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE APA RATED %` SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH Z< STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN'/,INCH AND NOT MORE THAN 3/ 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 25W PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R30�.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. U94FORCING STEEL 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHE) T5 OR'ROLLS CONFORMING TO ASTM A185. LAP 9 10. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 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 SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 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. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 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 WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 R C N IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA # 0003325 F 5PIA w It N 1 W q F SLTHDIY. JB CREEKLOT #w04�3213001=4 4EB"1828-ARAQS s!,RIGH P GENERAL NOTES 160 MPH EV, C ARC FffTECT- STATE OF F10R�A AUG 1 08/10/17 A R C H I T E C T 5 12'-4" W0i I\� ulO DI I , SLA& I-31/2'J� 10 EXTEND SLAB 1 1/2' I 7'-E, � IF f lopr l II L L`JI Dw R♦rF I I INK L — J Ll—� II � II 11" PVC CHASE II (FOR ELEC. TO 11 ISLAND 1 II L LAV, 0'-0' ELEV. FIN. CONC. SLAB 14'-O" Imm EXTEND END OF PVC. CHASE UP 12" ABOVE COND. CONC. PAD /COND �n l -- t -4T— �--� OIL 0'-0" ELEV. FIN. CONC. SLAB �— 4" CONC., REINF. W/ 6'x6' LUTAXLUTA wUIM ON 6-MIL POLY- r / ETHYLENE VAPOR RETARDER 4„ PVC ON WELL -COMPACTED CLEAN // CHASE FILL TERIIII`I TREATMENT SHALL BE BORA-CARE —"--_ / 14'-8" F- 3'-2" n // ? l/ 36"x60" SHWR PAN Lu/ 1=NL_C. (L L__ --� SLaXT E r -31/2" GONG. ■ ■ op SLAB � 8 � DI a-ii ■�` �� Y / a L--J A L_O J Nr I 4" GONG. SLAB /wit +I 5 1/2" — r _0 BOLLARD AS RE0. PER BLDCZ. CODE -1 1/2" I0'-011 21'-4" 21_3, tYP. S r 2VTR 4�� KITCHEN // I \ II VTRSINK W/ „ / �F 1/2 k1/2 AUTO VENT 1 1/2 -� I N \ 1 1/2 i� I ,t� I/2 � 1 I/2„ J 1/2" r WG 2 r I I/2 4f 1 TUB I LAY 2"1/21 LAV I� 2 I I WC 3" 3' I I 3" 311 11/2"l 51 WASHER 2 2' CO 4' 4" P]LUMBING RISER MAIN DIAGRAM FOUNDATION PLAN NOTES- - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REIQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FSCR 5TH EDITION (2014). SECURE STRAP TO UNIT W/ (2) "8xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WS ROLL STRAP OR EQUAL Iz SECURE STRAP TO It GONG. GONG. W/ (2)-3/16"XV SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND, DRAIN 3/4" PIA. OVER HEAD 0 12' FROM STRUCTURE Our Inc. .1 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U k7 �o a h A F Ih owiv.CREEKSIDE LOT #132 T.704321.000 wD= 4EBB "1828-CALI" RIGHT PAG NIt FOUNDATION PLAN 160 MPH EV. C ARCHITECT: STATE OF FLORIDA AUG I r it DA '08/10/17 A R C H IT E C T S n tt loom D® EL PLAN •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.atdesigngmup.com AA #: 0003325 h W W v W 0 F U W A F A FFL J 9VB92V. de I40T: CREEKSIDE LOT #132 P 043�21000 MOD= 4EBB "1828-CALI" RIGHT PA 08M DOWEL PLAN t60 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 3/10/17 '-0' 4 1 ARCHITECTS 4^19TW44916TIC LINTEL SCHEDULE LINTEL NO. LENGTIH TYPE COMMENTS L 1 11'-4" SF28-I5/IT L 2 4'-6' SF16-05AT L 3 7'-6" 81=I6-115AT L 4 - - NOT USED L 5 - - NOT USED L 6 7'-6" SF24-15/IT L "I 4'-6' SRF6-015/IT A5V. DOOR ASSEMI3LY L S 4'-6' SFI6-IB/IT L-3 OL-1 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHr=R MANUFACTURER AS LONG AS TIDE LINTELS ARE OF EQUIVALENT OR CzR1=ATER CAPACITY THAN THr= VALUES STATED 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 N cnl U W may.. 0 E C� W A F 4 E- k : de Lr0'T: KSIDE#132T1.000BB-CALI" OWZZ"l: HT LIN`1'EL SCHEDULE 160 MPH EXP. C ARCHMECT: STATE OF FLORCDA AUG 18 DATIL: O S J10 /17 BCA :1/4"=1'-0" SAFE LCAD T4 L S FOR GRAVITY, UPLIFT E LATERAL LOADS S" PRECAST 4 PRESTRESSED U-LiNTELS LENCT�4 TYP SUS SFS-05 8FI2-05 16-0 20-0 24-0 28- 32- SFS-15 SF12-15 8F16-113 20-15 8F24-15 28-15 8F32-18 2'-10"(34") PRECAST 23m2 3166 4413 6v39 1526 9004 9 11936 316ro 4413 roo39 0Io412 11936 3'-6" (42') PRECAST 2302 3138 3311 4689 6001 1315 6630 S547 3166 4413 6039 1526 9004 10412 11936 4'-0' (45") PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11536 4'-6" (54") PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 S004 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 505t 6096 5400 6424 -1450 PRECAST g72 love lo59 1414 1889 2304 2121 3131 145'B 1 2464 4144 5458 443rt 528v 6122 6'-6" (7811) PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 I, -roll (90°) PRECAST �6� 1029 1615 2385 1994 2439 2556 3333 1029 1615 2610 3839 5596 6ro13 504t 9'-4" (112") PRECAST 513 632 1049 1469 1210 1482 1154 2021 768 1212 1818 2544 3469 4030 312t I(d'-6"C126") PRECAST q56 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 I1'-4" (136") PRECAST q�j5 598 935 1365 1854 2355 1793 2015 598 935 13ro5 1864 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 20-14 1510 1518 555 864 1254 1693 2211 2832 35W 13'-4" 0&0") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 l4'-0"(l68") PRECAST 338 381 648 919 119e 1462 108t 1260 455 1 100 1003 1335 1114 2153 2666 14'-8" (116") F"R1=STRESSED N.R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 25W 3410 I1'-4" (208")PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRE5tR1=8SED N.R. NR NR NR NR NR NR NR 240 400 750 IOW 1400 1120 2030 21'-4' (256')F'RESTRES5ED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 itao 2110 22'-0"(264")PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 5t0 810 1250 1660 le 241-0Y288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 135o 1610 8" PRECAST 4 PRESTRESSED U-LINTELS 4^wr4mml UFL IFT LATERAL LEI�ICsTI-4 TYPE 12-It Ie-IT -IT 24-ITSF26-IT 9F32-IT SUS SPS U212-t 12-2t 16-2t 20-2 24-2 28-2 SF32-2T 2'-10 (34") PRECAST 8t8 4101 5332 6569 1811 90552021 2021184 3981 5190 6401 -1630 555t 3'-6" (42") PRECAST 2165 2289 3260 423-T 5219 6204 1192 125t 1251 2165 2215 3165 4125 5091 60rol 1036 4'-m" (48") PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 I818 1925 2150 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1-162 2501 3251 4010 4161 5525 721 727 1660 1 1-105 2435 1 3111 3913 14658 5406 5'-4" (6 4") PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 51-10l1(-to,) PRECAST 1212• I351 1930 2505 3o84 3665 4241 418 418 12-12 1315 1815 2441 3010 3583 4151 (18') PRECAST 1141• 1200 1133 2250 2169 3290 3812 �01 551 1141 1162 1 1684 2192 2103 1 3216 3132 -6" (90") PRECAST 959• 912 1415 1914 2354 2t9t 3240 591 651 990 1024 146e 1901 2351 2191 3245 9'-4" (112") PRECAST 801• 612 980 1269 1560 1652 2144 454 630 801 155 1192 1550 1510 2211 2634 Im'-6"(1269 PRECAST tiro• 498 t93 1021 1261 1496 It31 396 493 tiro 611 1039 1389 1111 2034 2358 (136") PRECAST 666• 43S 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 lase 2198 12' -(I " (144") PRECAST 60t • 400 631 Slro 1001 I186 1312 340 494 631 496 818 1209 1514 1t99 2086 13'-4" (160") PRECAST 500• 340 532 686 841 99t 1153 302 398 513 409 682 1004 136t 1631 1891 l4'-,a"(l68") PRECAST 458• 316 493 635 7t8 922 1065 28(o 360 545 318 629 922 1254 1561 1816 14'-8" (116") PRESTRESSED 243 295 459 5V 124 651 990 N.R. 351 243 352 582 852 1156 1491 1142 15'-4" (184') PRESTRESSED 228 218 430 553 611 801 S25 N.R. 32� 228 329 542 t91 1012 1381 1616 (208")PRESTRESSED 186 188 236 216 361 449 464 649 561 814 e10 1121 114 1389 N.R. 255 19'-4" (232") PRESTRESSED 165 20t 313 401 490 518 667 N.R. 204 165 239 353 550 136 940 116o 21'-4" (256")PRE5TRES5ED 145 186 218 35ro 433 512 590 N.R. 112 142 212 336 Ott 635 80-1 993 22'-0"(264")PRESTRESSED 140 ISO 268 343 418 493 568 N.R. 13t 205 322 45t root ttl 941 24'-O"(288') PRESTRESSED 12t 165 244 312 38v 441 515 N.R. d135 124 156 290 408 538 680 833 •REDUCE VALUE 5Y 2556 FOR GRADE 40 FIELD RE5AR S" PRECAST W1 2" RECESS DOOR U-LINTELS 4C^W*6'4C4F94M fRA V i T'r T� PE SI R=&-0 SIRF10-05 WiS4-05 81�1 8-05 SW22-0 8RF26-0 Mq--30-05 LEN�STi—i SRU6 SR=6-I5 8RFIO-15 SRFI4-I5 SW18-15 81=22-I5 OW26-I5 8110-30-15 159I 3053 2982 3954 4929 5904 6880 4'-4" (52") PRECAST 1489 1821 3412 4982 6412 1941 9416 10818 4'-6" (549 PRECAST 1357 1449 2782 2114 3600 448t 5315 6264 1102 1 3412 4952 64t2 t941 9416 10818 832 1602 1550 2058 256e 30t5 3585 5'-V (68")PRECAST -185 1153 2162 4014 6412 6516 5814 6839 719 1500 1449 1924 2400 2816 3352 5'-10" (10") PRECAST t35 1103 2051 3511 64t2 6516 5450 6411 (0'-8" (8011)PRECA5T 822 901 I611 2933 2516 3223 3812 4522 901 16-1"1 2533 4100 6130 8111 6701 161 13-1-T 2252 1958 2451 2944 3439 1'-ro" (c309 PRECAST 665 164 1311 2329 3609 5492 6624 5132 9'-8" C116") PRECAST 371 420 534 1253 1071 1342 1614 1656 535 928 1491 2119 2ro18 3595 28t5 S" PRECAST UJ/ 2" RECESS DOOR U-LINTELS 4AW-4mm- Uf=L iFT LATERAL TYPE LENC*TI4 81;RF=6-IT 81R=64T 8RP10-IT SRFI0-2T 81;id=14-1'r 8F14-2T SIRr-18-IT 85FI8-2T 8M=22-IT 8F6:22-2T OW26-IT 8110F26-2 5RP30-I1' 8RF30-2 5RUrb 8RF6 4'-411 (5211) PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 569e 4'-6" (54") PRECAST 1192 1501 2311 3121 3931 4156 5571 853 853 IIS2 1455 2240 3036 3831 4643 5453 5'-8" (68") PRECASTKe24* 1112 1195 2423 3055 Seas 4325501 Sol 1132 1141 2351 2918 3603 42305'-10 (10") PRECAST 1138 It42 2352 2965 3551 4I98469 469 1099 1690 2288 2891 3491410e(809PRECAST 582 1513 2042 25t3 3101 3642 83O lloo 118 956 1468 1987 2509 3035 3563 rt'-6" C90")PRECAST 688 69t 1325 1510 2250 2153 3221 110 941 688 849 1302 1162 2225 2690 315t 9'-0' (116") PRECAST 5330 433 805 1123 1413 1104 1995 516 614 533 527 I 1001B 1 1369 1 1128 1 2088 1 2450 +REDUCE VALUE 5Y 15%. FOR GRADE 40 FIELD RE5AR *5 REBAR AT TOP MIN. (1) REQ'D CLEAR 7rf=E Dr=51GNA710N F = FILLED WITH GROUT / U = UNFILLED - QUANTITY OF *5 REBAR AT FBOTTOM OF LINTEL CAVITY 1 1 1 01= / T 0 Z YO.Ln ` GROUT '° . ° 4 . {1�/� //j//j�¢�� I( 1 1 L � • • *5 RE:BAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTI 1 NOMINAL QUANTITY OF *5 REBAR AT TOP BOTTOM REiNFORCING PROVIDED IN LINTEL 1-5i5'ACTUAL 8" NOMINAL WIDTH (VARIES) SAFE LOAD TASLFz NOTE5 1''1,4�"�RIALS GENERAL NOTE5 I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed Joints. lintels must be reduced by 209. if bearing length is less than 6-1/21' 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Cl Safe loads for all recessed lintels based on 8" nominal bearing- 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4• Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels I1'-4" and 5. Additional lateral load capacity can be obtained bg the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. (o. One r rebar may be substituted for two *5 rebars in 8" lintels only. 270 low relaxation. T. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1 The designer may evaluate concentrated loads from the safe load tables by 1. 1/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. S. Mortar per ASTM C210 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. g. All safe loads in units of pounds per linear foot. A R C H I T E C T 5 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W a U W 0 F 4 v w� Q F Lj 11WEGIV. ae LOT: CREEKSIDE LOT #132 04321.000 acoaMU 4EBB "1828-CALI" GAV.AGZ BWn40: RIGHT P/!G� SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 2017 ,08/10/17 8CA$A: 1/4"=1'-0" 1 ° A R C N I T E C T S WO 17i_Au ----------- I 6X6 POST I ( (2 TYP) ip LANAI 6 -8' CLCz. I N *'-G" ( -EllcorrD. 0' 2" 0'-2" '-011 ( ) 2- (0068 EGRESS ------- D I� G 8'-8" CLGs. 11 OWNER'S LIVING ROOM SUITE 8'-8" GLCs. 8'-8' CLGs. !V 2X8 c. .�� V. Q o� Y G Ao. TH Ip36 s'-a" CLCs. � ISTCHE �,I -8� �� ,�� 4° a` CLG--- -- ---- 0'-0„ c. v. ' --7_ I EEe e 1 1 I - 01 DW L---- &AUR.f r REF � SINK IR-15H -- 3- Q 2' 12J" 2'-1 c0 r \ LAUN. 8'-1Q" 3'—(a" ?, — -111.011 I 61 I - a 1R-is�+ P 8'-8" CLG. � �1 -1 5' 1 ` pAN. RANG b36 '-8" CLGx...,b — dal —I ?%� m 3-54-4 N -- V. ARC-4. �y�� 1 1 BDRM. #4/ C DEN I �t0 I I C. IV. u CLGz. -' tq aNi 9 w - LU a o _ BDRM.#3 CLG-8' CLG. m____�$ L/- LUL;'8'-8' F 22'X54"'1 ATTIC GISSI � — 3'_4^ v �'-a. LAv. - -a'. I a '-4 D > ci CIO r BOLLARDii) G. 11 �' RI BATH #2 'e I I IIQ a� PER BLD. 8'-8' CLCx. CODE C. GE GARCLG. v FOYER BDRM. 2 8'-8" CLGs. fi , ry 36"XI0' CDR —� TRANS. Ar-F I - ENTRY 1 � � (2) 3052-514 -- EGRESS 16'-0"Xrt'-0"O.I-4D. ■ 101-0" 14'-01 4'-4' 21'-4" 39'=F'1I COMPONENT AND CLADDING WIND LOADS BASIC WIND EVOSM FOR 3 SECOND GUSTS OPENNGS SQUARE ZONE 160 MPH WIND (NO REMAWS AND TYPE FOOTAGE MIN. WINDOW IG 5 33.4/-44.6 CRITI=RIA EXTERIOR SWING 18 5 32.2/-423 DR. MIN. CRITERIA .5jG.D. MIN. 41 5 30.4/-38.-t CRITERIA III0.4-4.D. 112 5 28.2/-343 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 FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND NUUFr}AACCTU ERR. LOAD VALUES FROM THE PRODUCT MACO DATE 04V/17 €Q. €Q. (K)VANITY ®VANITY NOTE: -2-8 LOUV. DOOR W/ AIR 4-4ANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEM51-Y TO 5E TF4ERMA-TRU F15ERSLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5i= EQUIPPED W/ SELF -CLOSINGS DEVICE (R302.5.1) F5CR 5TI-4 ED. (2014). EXTERIOR MASONRY WALL 5RG. I-4EIG4T8 SQ.FT. CALC. S LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 60. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT, A/C VOLUME 16604.1 N A BAR DETAIL SCALE: I/2" = I' -0" Lam; 0 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w 0 IN 0 Q. r7 A F A mtmDIY. ag LOT. CREEKSIDE LOT #132 PRO"=" 04321.000 �sODMA 4EBB "1828—CALI" a AIIIIA E swMG-. RIGHT PA,GBM FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 2t11 Dp T` 08/10/17 8C /4"=1'-0" 5 S'-S" 13RCs. I-ICst. � 1-� F I 0'-O" FIN. FLR 0'-0" FIN. FLR S'-S" 5RG. HGT. 0'-0" FIN. FL-R. l-o� ,EAR (ELEVATION TEXTURED FINISH OFF RIC)GE VENT -01� I�6 SHINGsL ROOF Ea, FQ, FYPON BKTI IXI'I OR 3=QUI VALI=NT ��■!� a sku-r-rr=R OR IIII �� IIII ill IIII _ � - - ._ IIII�� IIII o 0- .�. OFF RIDGr= VENT RIGHT ELEVATION TEXTURED FINISH LEFT OFF RIDGsE VENT OFF RIDCsE vENT INS fI l i " Ea. Fa. Fa. 12 �6 TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1 8'-W BRGs. HGT. - Y 0'-0" FIN. FLR. .h W-S" 5R3. HGT. 0'-0" FIN. FLR IS' -II' 5LC)G. HGT. FYPON LV12X24 OR EQUIVALENT —\ S'-S' F R.G. HGT. COACH LIGHT �Na LICxHt 0-0" PIN. PLR. AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2364 /300 = 7.88 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 1 N UPPER PORTfON 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 PROVI DED = 5 '"AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 7 1 I � ro 1' -4 11 nLOUVER DETAIL ri SCALE: 1/2" = I'-0" A R C H I T EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U W 0 h 0. U w A F F; CREEKSIDE LOT #132 PROJZC W 04321.000 MOnMIA 4EBB "1828-CALI" GAVLAOR ovum: RIGHT P/4G&: ELEVATIONS 160 MPH EXP. C AF PCHMECT- STATE OF FLORDA AUG 18 201Y/ DATBz A 08/10/17 = : 1/4!7=f-0" 9 3� s3s DETAL-20 C (2) HETA-20 5J3 _ A14G �I0 48 46 44 r'-X/"-011 (2) 2XI2 5M. TO 6X6 1005T (2) M5TA-24 < (1) 1-4TS-I6 P05T TO SLAB A5U66 (TYP. 2) 4 m JIA c yp) 2x1I12 5M{I „jP h �3V EJ � — I ¢ mW D2Gs i q n n np� rl LUNI II ve II II II <�� v-4 L—rzjl LiII I A2 Q GAME END 51RACIwa WE DTL. '4' SHEET 02 pr-olLwl IX4 DIACz 5TM. G4-0lt/ 5R4CING, T p. 5JIA HUC-410 u 3'-011 I, 3'-0" I, 3'-o" I, 3'-o" I 3'-O7" I, 3'-v I, 3'-011 5.11 5J3 5J5 TAL-20 OR (2) 1-4r=TA-20 PLAN RANEI' 6/5/14 A R C H I T E C T S Design Group�"inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W h w 0 F a v W Q F F !shiny & LOT: CREEKSIDE LOT #132 PROD T# 04321.000 �coaa� 4EBB "1828—CALI" GARAGE 6VIHG: RIGHT PAQ& FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 2011 8/10/1'7 /4"-1' — 0' wo FILE COPY A R C H I T E C T S C O m`/ E D� 7 L �j � CONTROL DATE: 01-05-ti '� T O T E ,(�`I T O R SCHEDULE llj mOJ dry\ JI J�IILHJ SIMPSON U`�IS�P\�l� DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-IS 1625 (S) 10ci x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-18 29M (10) 10d x 1 1/2" I -PLY, (USP: (10) Iod x 1 1/2') 25-15 (14) 16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA I6 1870 (9) 10d x 1 1/2" ]-FLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION HETA-20 1810 HTA 20 is -to (9) 10d x 1 1/2" I -PLY, (8) 166 2-PLY USP: 00) 10d x 1 1/2", NO 16d OPTION � (2) HETA-20 2035 C2) HTA-20 3230 (10) loci x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" 2500 (12) 16d 2-PLY (USP: NO lbd OPTION) Z 0 LGt-2 2150 LUGT-Z 1550 ("I) - I/4" x 2 I/4" TITEN, 2 (USP: BLK (5) I/4' WB, WOOD (I6) loci N PETAL-20 2480 014TA-20 2430 (18) - 10d x 1 1/2, 1 PLY < MGT + 3965 MUGT 4115 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) loci TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + lo980 HUGT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (6) 10d) HGT-3 + 10530 HUGT-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USp: WOOD (S) lod) LCsT3-SDS2.5 3285 LUGT-3 3525 (12) SDS 1/4"xV TO GIRDER, (4) 3/0" x 5" TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE 5OLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) Iod x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'XV TO WOOD (2) VGT "1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5D5 1/4"XV / 2 PLY MTS-12 1000 MTW 12 lift (I4) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) HTS-16 1150 HTW 16 1260 (16) 10d x 1 1/2' CUSP: (16) 10d x 1 I/2', (16) 10d) HTS-20 145o HTW 20 1530 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2", (20) 10d) L5TA-12 ++ 925 LSTA 12 930 (10) 10d USP: (10) I0d LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) 10d META -IS ++ 1315 MSTA-18 1310 (14) 10d USP: (14) 106 V) MSTA-24 ++ 1640 MSTA-24 1640 (16) 10d USP: (l8) 10d CL < I— MSTA-30 ++ 2050 M5TA-30 2065 (22)10d USP: l22)10d M5TA-36 ++ 2050 MSTA-36 2065 (26)10d USP: (26)10d MST I-36 38M KSTI 236 3890 (36) 10d x 1 1/2" USP: (36) 106 x 1 1/2" V) MSTI-40 5065 KTSI 248 5140 (48) 10d x 1 1/2" USp: (48) 10d x 1 1/2" H6 990 LFTA 6 1210 (8) Sal TO PLATES, (8) Sal TO STUDS (USP: (16) Sol x 1 1/2', (I6) Sd) SP4. 885 OFT 4 -J45 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 395 MP 34 380 (4) Sal x 1 1/2' TO 5EAM, (4) 8d x 1 1/2' TO POST. USP: (4) Sd x 1 1/2" TO BEAM, (4) 86 x 1 4" TO POST. 14CP2 645 HHCP 2 800 (12) 10d x 1 1/2' USp: 00) 106 x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE 1410A 1140 RT 16A 13W (18) 106 x 1 1/2" USP: (9) 10d x 1 1/2" TO TRUSS, (8) 10d X 1 1/2" TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (I6)-SDS I/4"x3' TO WOOD, (10)-606 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. I" EMBED SET IN HIGH STRENGTH EPDXY, (10) W93 WOOD SCREWS VGT 4 H0715 4940 TDX 10 10140 (I6)-5DS 1/4"xV TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTSNIA5HER/2PLY USP: 7/8' ATR MIN.1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS AM 44Z 2200 6665 PAU 44 2535 61tt5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., 02) 16d TO WOOD USP: SAME AS SIMPSON ASU 66Z 23VV 12000 PAU 66 2350 1(p0o5 0) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG., (12)16d TO WOOD USP: SAME AS SIMPSON v% 0 _ (� Q LTTI9 +++ 1340 LTS 19 1205 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, i" EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LTT205 +++ 1500 LTS 205 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG, (10n06 TO WOOD USP: 3/4' ATR MIN I' EMBED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) 106 x 1 1/2" 2-1/2" HTT4 445t 4tt45 4160 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG, (IS) SDMO X 1 1/2' (USP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2", (20) 16d x 2 1/2' HTT5 BOW HTT45 5005 (1) 5/W A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG., (26) 16d X 2 1/2" CUSP: (20) 16d X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2", (20) I6d x 2 1/2' HHDQII-SDS 2.5+ 11,010 UPHD II 14395 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS Y4' x A' WOOD SCREWS (USP: (24) W63 WOOD SCFERWS) HD15 6645 TDX 10 10140 (1) 7/8" A$. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) 7/8' SOLT$) N Lil Z Q = MBHA 3.56/1125 3415 5330 NFM35X12U 25W -1130 SIMPSON: (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18A0d TO SEAM USP: (1) I/2" J-50LT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (142 10d AT JO ST HUSG4IZ (WOOD) 3635 2"0 (FLR.) HUS4121F 3060 2710 (FLR) (10) 16d TO HEADER (to) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) HUG410 (CMU) 1800 4920 HD410 IF 1305 5000 (IS) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) I0d TO WOOD: (USP: (IS) 1/4' x 3' W53 SC�WS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER*, (10) 10d TO WOOD HUGZIO-2 (CMU) Iwo 5085 HDZIO-21F 130t 5000 05) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) I0d TO WOOD: (USP: (18) I/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUCZ10-3 (CMU) Iwo 5085 HD210-31F 1305 5000 (I8) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD: CUSP: (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD LGUM26-2-5DS 1430 5595 LGUM26-2 2125 6065 (4) 3/0" 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 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 - GIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN i' DEEP, THE VERTICAL CELL IN CM.U, WALL MUST BE FILLED SOLID w/ GROUT. ++ loci COMMON NAILS CAN 5E SUBSTITUTED WITH loci x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. 0 +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5£ I" LL1 I— 0 A.T.R. . A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5£ RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZP'IAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 5ASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WAND -RESISTANT CONSTRUCTION F-C-14WRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE E MASONRY CATALOG G-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' t0 1'-0" 1'-0" to 10"-0" 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DPL 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 1=RX IING NOTES, MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2" � -II I/2 ,, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 At EACH END OF HEADER 3 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON 5TRONc:;-TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: t TRUSS TO MASONRY/CONCRETE SHALL BE META-16 s FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGER5 SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RE51DENTIAL-5ECTION R302.12. 9.REFER TO DETAIL & SHEET D4 FOR 1-6TORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. .1 N. RONALD REAGAN RL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 F W W v W 0 F A F 2 oxnm Y. At SOT: CREEKSIDE LOT #132 PROJECT# 04321.000 4EBB "1828-CALI" G?,AR.AOR 19WZKG: RIGHT P.AGO CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 DA, IM 08/10/1 9C /4"=f-O" 4.1 •.�, COPY ELECTRICAL LEGEND SYM50L DEFINITION NOTES -e 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET IR Or^ CUTLET WFIMP 10 SWITCH 110V OOTLE7 ECUIPOFI INTIEMED W, (TAI MAUL INTER�'IER CTAMP`cR IQESIBTANT TYPE) 220V OUTLET (4) WIRE CONNECTION F T CxFI OUTLWATERPROCF ET INTE R SWITCH SWITCH 3-WAY OPER. 64 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILIWA LIGHT '01 Vp VAPOR F'! / LIGHT CO) C RECESSED CAN WALL SCONCE �- PRE -WILED VENT. FAN I CFM PER SQ FT. VENT. FAN W)LIGHT I OF" PER SO. FT. FIxm rSPEc�S reD ®r am r.ee, 2-15OL15 WRAP AROUND = =( 1 2' rwoweaEN7 M-1 II I -- LANAI---- I GEILINGs MTD. L IGsHT TO 5E INSTALLED, 3I PROVIDE J-5OX FOR 1 OPT. FAN / / Gr_I / i DINING ROOM o; LIVING 31 23 5 24 O NER'S ROOM Fig-G i �i t�ii �24 PRE -WIRED // / �PR,E-WIRED 3I CLG FAN / CLGs FAN / \\ I 30 \\ ( SWITCH IN OUTLET CABINET pOR Dw m -- ----------- 3F � /I CsFI N6 — CxFI Qpf l 19 19 REP I DW / Z_ -1I KITCHENSINK M 1_\ RANGEI \\ rl `• ©®_■ III WIRE W/ OUTLET O FUTURE MICRO �_- rlt� 26 • , m CLG FAN - I r FLOOD L04T OPr. SEOAR17Y KEYPAD I--� P.C. POSE -COTTON FOR CHIMER Ufa PORT NOTES: LOCATION OF TV JACKS A PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION 0014). 20 AMP DEDICATED LAUNDRY CIRCUIT. Cf=I o ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150'13 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL 5E NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ^r. BATH #2 iI 1 BDRM.#2 / PRE -WIRED 2' CLG FAN 24 li • I7 FF Q 2434 W.I.C. \\ � 7r, m 0. BATH A(' 1 25� 29— # BDR DEN P/ \\ w I i/ 3:�213 30 S/�O/1�S�I� PRE -WIRE GLCs FAN �j ' — ze GARAGE \ F — — 13 � Is AFF. DOOR \- \ BOLLARD \ AS REQ. \ WALL MOUNTED PER 5LDGs. \ LIGHT W/SWITCH IN CODE \ ATTIC \ 13 KEYLESS d FIXTURE CFI d13 CLGs. IRRIGATION OUTLET OUTLET is 48" A.F.F. -ENTRY GARAGE 26� \ 11A.9 I I -IT nil — 13 \\—-----------------------..---_. --- OPT. COACH LIGHT 2,4 PRONDE SO-D "COO" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, A MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. 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 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS 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. #4/LOFTS 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 Ku A. CONFIRM BREAKER AND WIRE SIZES WITH 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 MULTIIMRE 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 & 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. INFTER IELD IF50 AMiP ELECTRICAL RISER VERIFY LOC. 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. GRADE POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 +M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC TH E L E C T R /� I C 1 1 L PLAN ELE CONDUIT RIC COMPANY.. VCOOIRDINRATE WIT TYH HE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP rNEC CODE 102) 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 1 LAUNDRY CmCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 I DISPOSAL 500 I MICROWAVE 1600 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 35884 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25884 VA x .4 10354 TOTAL NET GENERAL LOAD 20364 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= • 9000 NET GENERAL LOAD 20354 NET TOTAL HVAC 9800 TOTAL LOAD 29954 CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 125 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST ITVAC LOAD USED FOR CALCULATIONS.* NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 100%, REMAINDER 0 359a NET LOAD: 6,54E VA RANGE: 12000 a -t0% 8,400 VA DRYER: 5,000 a -to% 3500 VA TOTAL 18,84E VA NEUTRAL AMPACITY: 18,485 / 240 = 78 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3"2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 6 OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDINGx TERMINAL AT LOW VOLTAGE CONNECTIONS CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S De oinc n Grou 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F h W Chi W t 0 Fy U W A h F; sumly. ! E.OT: CREEKSIDE LOT #132 Pm0J=T* 04321.000 moDsma 4EBB "1828-CALI" 4AFLAaZ 811II'1'O: RIGHT PAGIM ELEC'T'RICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 2017 fl TIM /10/17 8CA 4"=v-0" e .. A R C H I T E C T S (U b IE LL VERTICALLY YI CONC. 7 POUIF CELL STUDS K' OG MAX \ 6 SEE ENERGY CODE FORMS FOR \Y/ INSULATION R-vAL6ES SECURE BOTTOM PLATE t0 STUD W/ z SIMPSON SP4 632' = TEXTURED FMUS ILFI CU ®T. irm eL T141 2 PSI . 2a DArS Q E' GMU SECURE BT. T $L ANCHOR T T• SECURE BT. PLA AB IOd INFORCED w i. In' GYP. ILL. BD. EI'M • 3 Mtt'L 32' OC AX. MASONRY NAI O AX I" NC51NG IC" 6 i - WIAAUTA WWM. WOOD BASE ®'-0' FI let w S Q 0 N mt ? p STOP d' CONC. REINFOIIGED W/ 6'X6' = a X4 J • ° W � -.a WL4XWA WIT- OR FU3ERME8F1 aV a 4' GONG. REINFOR ED W/ i'X6' WIAXWIA 4' OO4C. RENFORCED W/ 6'X6' WIA 4UL4 REINFORCED W/ 6'xb' WIAXWIA 6-MIL VAPOR RETARDER ON UP OR FIBER'E?OW CK 6-MIL. VAPOR WWF OR FIBERMESH ON 6-MIL- VAPOR WWF OR FIBER'IESH ON 6-MIL. VAPOR WELL -COMPACTED CLEAN FILL. z V RETARCeR ON UELL-COMPACTED CLEAN - w RETARDER ON WELL -COMPACTED CLEAN z !L RETARDER ON WELL -COMPACTED CLE m FILL. TEKTITE tREATMENT TO BE L > 4' 4 DORA-CARE APPLIED AT FRAMING.ILL.-CARTTERMITE APPLIED A TO BE 4 BORA-CARE APPLIED AT FRAMING. • ° TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO BGRA-CAIRE APPLIED AlAt FRAMING U BORA-CAIE APPLIED AT FRAMING. mV - (3) b MBAR ON CHAIRS G G I. e. q (2) b MBAR ON CHAIRS 4 I' _m 4' 4-B. (21 b R-cBAR Old GHAIR9 12' MIPL OU GRADE rI_�-- _�I IN FOF7=GROUND (2) b REBAR ON C"fft L•_____•J 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING W/ BLOCK WALL r(_1 AT L.B.W. (W/ UPLIFT) �� AT L. B. W. �� AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL NOT USED 1 SCALE IAY.I'-0' (v SCALE: IA'.I'-0' r`'' SCALE: 1/2".1'-0' (v 1J SCALE: IR'd'_O' SCALE= I'=I'-0' 3 ti C 4' CONC, RERF. WI 6'x6' WAXWIAO W1M ON 6-MIL POLY ETHYLENE VAPOR RETARDER > 4" ON DELL -COMPACTED CLEAN FILL TERMITE 4' GONG, REINF, WW 6'x6' WVXW 40 WAIM TREATMENT SHALL BE MOW -CARE ON 6-MIL POLY ETHYLENE VAPOR STUDS K' O.G. MAX STUDS 16' OG. MAX (RETARDER ON WELL -COMPACTED CLEAN HEAD OF GARAGE SECURE P.T. BT, PLATE TO W/ (U b MBAR ON CHAIRS .4' 4" FILL TER'IITE TREATMENT SHALL ME SECURE BOTTOM PLATE TO STUD WV SECURE BOTTOM RATE TO STUD VARIES WITH SLOPE MASONRY NAIL • 32' O OOR4-CARE SIMPSON SP4 •32' O.C. MAX SIMPSON SP4 032' = MAX 4 THICKEN EDGE GARAGE STEP— UP HEKd4T OF GARAGE SECURE SIT. PLATE TO SLAB x! HEIGHT OF GARAGE SECURE Or. PLATE TO S SCALE, 1/2'.1'-0' VARIES WT14 SLOPE ANCHOR BOLT W/ 2' VARES WTH !!LOPE ANCHOR BOLT W/ Y R T SECURE `r PLATE T MQA NON—BEARING MWI w 32' cc MAX MIN . 32' oc MAX MABCN RY NAIL • scAL1-f s/'s77F w -EPDXY NOT REGUI E 'EPDXY NOT I ION w . BOLTS BOLTS N 4 w q .a 4' . W/ 6'x6' WAXWIAO UWM z p I'-m' " 'a- a ON I Y ETHYLENE VAPOR L Q .. w G ? 9 BETA R ON UELL-COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE ro O W/ 6'X6' WL4xW,4 .. .• -. ' '. '• a�• 9 .. - a" 6a, BORA-CARE ° I OV 6-MIL VAPOR 4' 02yr_ FEUFOIDED W/ 6'X6' WIAXWIA 4' GOVC. RENFORCED W/ G'X6' WIAxWIA 4' REINFORCED W/ 6'X6' WL4XWIA WELL -COMPACTED CLEAN w ° 4 CONIC ° A0 WWM ON ,4' _C q USF OR FIBEAIMSI4 ON 6-MIL. VAPOR ° OF OR FIBERMESH ON 6-MIL. VAPOR E o 9 WLF OR FIBERIESH CN 6-MIL VAPOR z w p . CARE APPLED AT FRAMING. b Ai FILL TERMITE a FILL. TM-TITE TREATMENT TO BE RETARDER ON TREATMENT NTiTO BED G_EA'1 U RETARDER ON WELLENT TO BED GLEAN m M a G rILL. TERMITE APPLIEDAT TFRAMING. FILL TERMITE TREATMENTTO BE y !2) 5 REBAR ON G4AIR8 FILL. ITE T1REA'ti`IENT TO BE ? a 6-MIL H Ems_ RETARDER i SOMA, --CARE APPLIED AT PR INETAIIIII:4M ON � �EMt z G 4 , g 4 q z BORA-CARE APPLIED At FRAMING. a 4" Ti� (2) b REBAR Q`1 CHAIRS (3) b 1EBAR Of4 OiAIRB (2) b REBAR ON CHAIRS I _g (2) b REBAR ON G4A1R8 z ff 3" MIN. w _ `OVER GARAGE STEP—UP AGE STEP—UP GARAGE S'I'EP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING N—BEARING 6 L.B.W. W/ UPLIFT 2—STORY L.B.W. W/ UPLIFT L.B.W.L.B. W. W NO UPLIFT W/NO UPLIFT 4A AT FRONT PORCHES EXTENDED STEP " `''MIN.Z "n SCALE: 1/2"=I'-m' 68 SCALE:1/2'xr-0' 6C EXTENDED FOOTING E I •STETIWALL TO BE MIN 3 GO61RSE8 SCALE. 1/2'.I'-m' GRADE RECESS FOR GARAGE DOOR SECURE P.T. Br. PLATE TO g�. I/YXB' 4MS. 4 BOLL W/ 2�eAFIE1>♦7' ° . E7MBED. MS. • 32' \Yj /—[I POURED rLi VERTIGALLr W/ CONC. W/ CONC. POUIRED ILLL O -MIL ETHYLENE VAPOR . SERE P.T.BOLPLATE�O SLAB W( a, cm a' CNN FIE WIELL-CoOMPACTED �_ GLE F TERMITE TREATMENT SHALL EMBED. MIN. • 32' OC MAX L > 4• CONC, REINP. W/ 6'x6' WL4XWIL40 WIN ON W4��NER�\ -GAS 6-MIL POLY EMI-IYLENE VAPOR RETARDER ON a a z NOTE OF'rIONAL _ € tt NOTE, OPTIONAL WELL -COMPACTED CLEAN FILL TERMITE WALLSTO 6-M POLY ETHYLENE VAPAPOR F WALLSE DETER'iINED BT �� CBUUILCDE Y ICURB - GARAGE� C11 Z _ ,� CREME PAD CN CHAIRtB -� TREATMENT SHALL BE BORQ-CARE BUILDER BY DIVISION STUCCO (U b REBAR ON CHAIRS w Ch LLELL-COMPACTED CLEAN S � " FILL TERMITE 1'REA1MkT17 aHA.L BE STOP E8 > MIL IL �HYLENE VAPOR - f a a" CURB HE04T VARUES 9 ' GARAGE DOOR FOOTING ,�I m w w 11 SCALE, 1/2 .1'-0' • ON WELL -COMPACTED CLEAN ,' - w p .. ,. FILL TIEA11ME7'1T SFI+AL-L K (3) b REBAR ON CHAIFffi q z > i BOW -CAM L wj a„ q„ > a L - 'V a 8' vARIEe - m 0 n UIF OR FIBEIRMESH ON 6 MIL VAPOR 11 RECESS TRACES ro 4' COVC. RERFOID W/ 6 Kb' WIA)6UTA z W (2) b REBAR ON CHAIR& z_O. a 0 W1F OR FIBERMESH O.l bHMIL VVAPOR A �•' m FINISF4 OOR (1) b- T. 3 rILL. TOER Q4 WELL-CCMPA BED CLEAN d w , r • FILL. TERMITE ifEA11NF]VT TO BE GARAGE STEP—UP w • BLL.TER IT APPLIEDAT FRAMING. � �'-CASE AT FRAMINCx ° �,RETAROM ON WELL -COMPACTED CLEAN I< 2—STORY L.B.W. > v O L> (2) b FtEBAR ON G-RAIIFS LL 2 4 I'-O" 4" a i (31 b REBAR ON CFLAIRS GARAGE STEP—UP EXTENDED FOOTING 2'-C" 1—STORY L.B.W. scaLE: l/z'.r-m' W� UPLIFT 1—STORY FOOTING 2—STORY FOOTING - le z iu GD EXT NDED FOOTING EKTENDEDSLAB1 V1' In, " 8 AT GARAGE AT GARAGE 10 2 SHOWER RECESS ROOTER F SLAB AT S.G.D. SG4LE: V2'=I'-0' SCALE: IR'.I'-0' SCALE, r=r-m SCALE- (1) zry b REBAR VERTICALLY lW CONC. L POURED CELL CCNC, REMF. W/ 6196' " W AID WW'i SEE ON 6-MIL POLY ET44rLENE VAPOR INSULA�TIOONN R-VALUES F - .a RETAImER ON WELL -COMPACTED CLEAN - iEX1UlED FINIDFI FILL TER•II'1'E TREATMENT &HALL BE MOW -CAVE a' CMW z (2) b REBAR ON CHAIRS Z I/V GYP. WL eD. AB AT GARAGE GROUTED BOND BEAM iQ D ` y G SERVICE DOOR TIE VERTICAL REBAR vARIEe PER ELEV. /// EU'I�^\y� \ M`� TO HORIZONTAL Y E '=1'-® iEBAR U / I® HODC z TIE VERTICAL REBAR 0'-0' FIN. FLR i a. GROUTED BOND BEAM TO HORI 1 WN 4 e. _ REBAR Wu 10' HoaK z w TO' E " 4' GONC. REINFORCED W/ 6'X6' 14 NOT USED •, a ° , " VARIES PER ELEV. - _ VARIES PER ELEV. E Z p ° WA) W.4 UP OR FIBERMESH ON ? ° .. WELL -COMPACTED CLEAN PILL. POWEO GROLLTED BOND BEAM YER'IITE TIEATMETiT TO ,1 :. I i• VE L _ 6' PVC C14AOE THR U FOOTING a BOR4-CATS APPLIED AT :6.. a' QMLL L LINE G .. FIRA`ftt'lCs. z 4" e" &' ,4' (3) b REBAR ON CHAIR& 2X WALL CMU 3a m WVX71' ANCHOR BOLTS, a (4)A'XT' in' DRYILLpLL I -STORY m 3 2'-O' J-BOLTS MIN. S' EMBEOMENr W/ 2'x2'XUS' � (2) b REBAR ON C44AIRS I WAMM AND NUT SPACED EVE'V_Y FROM WOOD BASE !31 48 REBAR ON GHAIR6 �o TO BO'D BEAM. SET IN JOR1T8 to 2—STORY FOOTING SOLID TPpj LLACCEPTE�REI c IN 13 W BLOCK WALL QT./INT. FRAME WALL TO SCALe= 1/2"=r-m' 15 BLOCK WALL CONNECTION (1IR C&L4LR VERTICALLY W/CONC. SCALE; U2'-I'-C' BEE ENERGY CODE FORMS FOR INSULATION R-VALUE& a , 16 GAS LINE THRU BLOCK ° n F R [O "ED Q FOR INSPEOUTCTION TIOWFED Id' GT'P. WL. BP. FOR IN6PECTION '�' 0 z U,K= BABE L Li a �" rj NOT USED Q w 4' CO•IC, IEI F. W/ 6'x6' WIAXWIAO UIM - ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN C'-0' FIN. FLR 0 -0' FIN. PLR FILL TERMITE TREATMENT SHALL BE BOR4-CARE a "a a TIE VERTICAL REBAR °a ° TIE VERM'IGAL REBAR (1) OD REBAR SET IN SIMPSON HIGH �' ° °a 9 TO HORIZONTALTO PORIZONTAL STRENGTH EPDXY 6' m-meD. MN. . <I . . (2) b REBAR • I -STORY - a ° REBAR W/ 10' HOOK a.; ° REBAR W/ 10' HOOK 1= (3) b REBAR • 2-STORY z y `^ -' .a` OUTSIDE REBAR TO BE i' PVC CHASE T}4R1 FOOTING/ ,nG mG ° (U b VERY. DOWEL a U u 4' C VNC, REtt'F. W/ 6'x6' WIAXWL40 �� n - LAPPED WV BOND BEAM a. WWWM ON 6-MIL POLY ETHYLENE VA" RETARDER ON (U b REBAR AT CORERS E > I-STORr WELL -COMPACTED CLEAN r(LL = WI25' LAP MIDI S 4" 4" (2) a REBAR ON CHAIRS HORIZONTAL/VERTICAL TERMITE TREATMENT 814AU_L BE -q�� 2-&TORT BORA-CARE 7'_I' t`IIN. L�=+F (3):B RECAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH REINFORCING /G� BEARING CHANGE REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING eC'L • 1R'=R'-®' 1' BGALE: A OMITTED DOWELS B D W BLOCK WALL LINTEL CORNERS ALL ]EXrrE!RIOR FOOT']ERS AT FII*-TISI—I STAB'S rrO BE MIN. 12" BELOW U1%ZIDISTU1=;,"]B]EID SOIL CONTROL DATE: 07/01/15 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W O 0. W Q h A h tj Btnmrv. & LOT. CREEKSIDE LOT #132 p 04 JmwT1 000 31MI)II&A 4EBB "1828-CALI" 4ARA M SWING; RIGHT PA M- MO NO ]LITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C Afg>i1TECT STATE OF FLOFIDA AUG 1 08'/10 /17 IrEmm 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE 'X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON all O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" CDX PRE-ENG GABLE TRUSS LASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.C.PLYWOOD SECURED PER FIE'iERG OVER I' FELT PAPER INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR R9052.1 ON" 0.5B. T7 F--. (2) 12d's a EACH TRUSS R90521 ON �J." 06.5SHEATHING OR 1' CDX o.H. ' TO BE INSTALLED a MID. POINT SHEATHING OR I" CDX PLYWOOD SECURED PER OF TRUSS SPAN, OR 10'-0" O.G. 2xro PLYWOOD SECURED FASTENER SCHEDULE STIFFBACK At ALL UPRIGHTS DRIP EDGE MAX. PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER ELEVATIONS SEE ENERGY GODS FORMS FOR SCHEDULE ENG. FOR SITE AND CONDITION) INSULATION R-VALUES �VENTED ALUM. SOFFIT MTL. DRIP EDGE T� PRE-ENG WD. TRUSS 24" O.C. STIFFBACK At ALL STRENGTH G All GYPSUM 5OARD OR �" HIGH G BOARD SEE ENERGY CODE FORMS FOR o-H- MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRL" INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENCx. ELEVATIONS FOR SITE � CONDITION.) MTL. DRIP EDGE ° GYPSUM BOARD OR J" HIGH VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ 2x4 NAILER STRENGTH CLG. BOARD OS.B. SHEATHING OR CDX l2) 12d'o 'a EACH TRUSS T� � 2x4 ,9 24" O.G. ®INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 P5 REBAR CONTINUOUS WEEP SCREED INSULATION R-VALUES OR 1/16" TIP SHEATHING SYSTEM CONC. FILLED LINTEL BLK W/ CIJ VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) -oPRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2" "5 REBAR CONTINUOUS " 'EMBED. STRAP VERIFY Tr-P. MASONRY w/ 1/2'xS' A.B. HIGH STRENGTH CLG. BOARD 1/5" THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2" PIA. WASHERS, i" CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV'D METAL LATH 8' OF EA. END, 32" O.C. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE INDOW ATTACHMENT AS PER THICK, 3 COAT WINDOW ATTACHMENT AS PER MAX IN FIELD. INSULATION RANUFACTURES SPECIFICATIONS MANUFACTURES SPECIFICATIONS -VALUES D PAPER OVER TYVEK PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY t0 MASONRY GONG. FILLED LINTEL MANUFACTURES SPECIFICATIONS INFORMATION) PRECAST SILL PRECAST SILL BLK, W/ (1) N5 REBAR OR 1/16" ZIP SHEATHING SYSTEM CONTINUOUS (INSTALLED PER MANUF. SPECS.) (1) 05 REBAR VERTICALLY W/ (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED LONG. POURED CELL 5/8" THICK, 3 GOAT Ix2 P.T. FURRING STRIPS o 24' O.G. (SEE DETAIL 5/D3J PORTLAND CEMENT ix2 P.T. FURRING STRIPS a 16" O.C. lx2 P.T. FURRING STRIPS o I6POSECURE GABLE TO 2 " O.G. PILASTER RTLAN APPLIED I/2" GYP WL BD xP.T 6 PLATE W/ 126's 8' O.G. MAX 8" CMU At 8' CMU DIRECTLY TO MASONRY WOOD BASE 1/2" GYP. WL. MD. ILI WOOD BASE I/2' GYP. WL. BD. SECURE 2x6 PT. PLATE t0 BLK W/ CI) "5 REBAR— WOOD BASE VERTICALLY W/ CONC. III SET IINCSIMP50NLHIGH STRENGTH 4 EPDX BED M POURED CELL Y I" EM IN 3 " O F 8„ CMU m 2 C MAX ty O THICK, 3 COAT PORTLAND ILLl a CEMENT PLASTER APPLIED uu z i1 DIRECTLY TO MASONRY z 1-STORY 1-STORY GABLE BLOCK~ 1-STORY GABLE NOTr=: WALL W/ VAULT C LG. PER FBCR S05.2.-1 - FOR ROOF SLOPES 2:12 TO BLOCK WALL LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: 3/4"=1'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR A5TM D 675-1 2X4r 2x4s - IX4 DIAGONAL BTM. aEa r To BLOCK w/ >4' 2X4w SECURE TO BLOCK Wy4 2X6 P.T. SECURED TO TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ 94' MASONRY W/ 1/2"x9 A.B. W/ (MIN. SHAW SITE .NIB TAPGCNS OR DRIVE PM (MIN. SWANK OR DRIVE PM II " SEE B G Cs. (MIN. SHANK SIZE .I45 2 DIA. WASHERS, 'i MIN. SEE PLAN FOR MIN. HEAD SIZE -400 01K SHANK SIZE .146 MM. }.LEAD SIZE 300 8' CMu EMBEDMENT WITHIN S' OF LOCATION MIN. N 8, OF EMBEDMENT. I YE) MM. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST BE JS' DRYWALL PRE-ENG'D WOOD WITHIN 8' OF EACH AND t MK EMBEDMENT I Y4') EA. END, 32" O.G. MAX IN B' CMU 18' O.G. MAX SPACING• NOTE` STRUCTURAL 2X MUST OU WITHIN 8' OF EA04 END 4 NOTE: SIDE 4USEC 2X MUST BE 18' O B' OF EACH NG' t THROUGH OUTSIDE t SECURED I'X4' OR R % P.T. NAILER TRUSS (TYP) a 24' K' DRYWALL MAX ON OUTSIDE t SECURED THROUGH F 18' O.C. MAX SPACING ON OUTSIDE < 9ECRIt�D 8' OG MAX SPACING T4RDUGH NON-STRUCTURAL ti' Ix4 P.t. OR y'X4' MIN SECURE rHRl I'X4' OR I'X2' P.T. NAILER 2 � NON-STIRICTUR4L ' TAI ll 2 � THROUGH NON-Si'R ICTURAL'V 2Xb.m TAPCCN MIN. I-X' EMBEDMENT FRAME t EXTEND I-Yi INTO BLOCK W/ D. ❑ Ix4 P.T. OR %4X4' MK S£CuSe TO BLOCK W/2-%' MIN. I,Y4 EMBEDMENT NTO tAPC04 MIN. I-Yi £I"IB£GM£Nt Z�G6IR2= YO BLOCK INTO BLOCC � O.G. S MI=SON SEGUPIE tHRI FRAME / TA-CCKS OR DRIVE PIN BLOCK SECURE t0 BLOCK INTO BLOCK W/1-1/4' TAPGONS OR ((MIN, SWANK SIM J4�BIVE PIN WETA-I6 EXTEND I•d'1 INTO BLOCK (M� SHAw 812E .146 WV2- ' TAPCONS OR DRIVE PIN ' CTYPJ VERIFY MIN. HEAD SIZE 3010 . a.pU DRIVE PIN (MIN. SHANK SIZE .I45 MM. HEAD SIZE 300 (T TRESS PLAN tAPCONB OR DRIVE MIN. EMBEDMENT 1 A') ' DRYWALL (MIN. S-IAhIK SIZE .148 a' CMU MIN. HEAD SIZE 300 'CMU MIN. EMBEDMENT I -Al PM WITHIN B' OF EACH IXD t MIN. HEAD SIZE 300 DRYWALL 'DRYWALL WITHIN 8' OF EACH END t IS' O.G. MAX vJ/ (MIN. SHANK SIZE .145 WI' O.C. MAX EAC44 MG• 'X4' OR I'X2' PS. NAILER MM. EMEEDMENt Y4) MIN. EMBEDMENT I Y4) SPACING MIN. HEAD SIZE 300 2 ❑ WITHIN S' OF EACH END t ❑ 'X4' OR I'�' P.T. NAILER IS' O.C. MAX BPAGHI5140 NCx t ❑ I'X4' OR I'k?' P.T. NAILER MIN. EMBEDMENT I-Y4 IB' OG MAX SPACING. WITHIN B' of EACH END t SECURE TO BLOCK W/J-�%'' N.' OJMA X 4' MIN. 2XD� 18' OG. MAX SPACING TAPCONS OR DRIVE PIN ZXD� 7(`' OAU'A X 4' MIN. DOOR CASING DOOR CASING SECURE TO BLOCK W/I-I/4' DOOR CAa1NG (MIN. SHANK SIZE .NS SECURE t0 BLOCK W/J-i4' DOOR CASING tAPCONIb OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SITE 300 TAtPCONa OR DRIVE PIN MIN. EMBEDMENT I Y4) POOR JAMB OR WINDOW (MIN. SHANK SIYE .I4B DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DOOR JAMB OR WINDOW (MIN. 914ANK SIZE .145 DOOR JAMS OR WINDOW ATTAGd TO 2X PER ATTACH TO 2X PER MIN. HEAP SIX£ 300 ATTACH TO ZX PER DETAILS. MNWUFACTUFES DETAILS. WITHIN 8' OF EACH END t MANUFACTUIMS DETAILS. MIN. HEAD SIZE 300 ATACk TO ZX PER MIN. EMBEDMENT I Y4) MAf'NFAG1Ui�s DETAILS, Is, O.G. MAX S'ACIf'Ys. MIN. EMBEDMENT I Y4') MANUFACTURES DETAILS. WITHIN 15 OF EACH END t NotE BRIM AS NEEDED To PLUMB NOTE: SHIM AS NEEDED TO PLUZ`iH WITHIN 8' OF EACH END 4 NOTE: 9HIM AB NEEDED TO PLUMB WI O.C. MAX EACH END NOTE: SHIM As NEED47 TO PLUMS NOTE: SHIM AS NEEDED r0 PL{L 1B 18' O.C. MAX SPACING. JAMS (DO NOT EXCEEDY41 JAMB (DO NOT EXCEEDY4) JAMS (DO NOT ExCE£D Y4) JAM !DO NOT BXGEEJ7 49 JAMB CDo NOT rxmro Al; DOOR JAMB TO HLOCK +3/4 OR +6/4 DOOR JAMB TO BLOCK +1-1 V" DOOR JAMB TO BLACK +3" DOOR JAMB TO EWCK +3-7/18" DOOR JAMB TO STACK +3/4 OR +5/4 (1 WDPD01f TO BLACK +3/4 OR +6/4 (-rt 111HDOW TO BLACK +1-15//1la /V W2003t TO BLOCK +3" in1 VMDOW TO BLACK +3-7/18' /� WII7DOW TO HIACR +3/4 OR +6/4 $GALE: 3l8' T-0' cc_55Z - BGAI_E: 9!B' -0, "SCALE: S/8'�'-0 . 9/B•,Irm 2X4a ZXsa 2X4:1e 2X4:m SECIISE TO BLOCK W/ ' SECURE TO BLOCK W/ SeCURIE YO BLOCK W/ TAPCOVB OR DRIVE PM SECURE TO BLOCK Wy4' TAPCOMS OR DRIVE PIN (MIN, SHANK SIZE .110 TAPGONS OR DRIVE PM TAK *W OR DRIVE PM (MIN. SHAi'tlK SZE .NS MIK HEAD SIZE 300 (MIN. SHANK SIYE .145 MIN. HEAD SIZE 300 SFifiriK SI MM' EMBEDMENT I Y4) WITHIN MIN. HEAD SIZE 300 ® LINTEL COURSE MM. HEAD SIM 30D MM. EMWEDMENT 1 Y4) WITHIN S' OF EkC4 END t MB' O.C. MM. EMBEDMENT I Y4) S OF EACH END 4 Is, O.C. MIN. EIMBEDMENT I %4 WITHIN MAX OFACMCA NOTE- S1i8UCTUIR4L 2X MUST UT14 N 8' OF EACH END tMUST MAX SPACING. B' OF EACH END t �' O.G. 2X6! V O.C. MAX SPACING, NOTESOUTSIDESTRUCTURAL ZX RE-D MAX aPAGR1G. NOTE: STRUCTURAL 2X MUST 8E ON o1U191DE t 9EG'IRED � ON OUTSIDE t BECLt1'€D 2Xfo=m 2�' OE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGW NtD'1-BTI�IGTWRAL 2X6s1 THROUGH NON-STRUCTURAL SEGUIlm To BLOCK WR-%, SECURE TO BLOCK W/2-v THROUGH NO: -STRUCTURAL W/2-1V TAPGONS ORAPCOK riN EMBEDMENT INTO BLOCK �� TO BLOCK WA-1l4' MHFDT1ETlT INTO YBLOGK TAPGONS OR DRIVE PIN TAPOONS OR DRIVS PIN TAPCON MIN. 1-44 DRIVE PIN rAPCONs OR DRIVE PM �or' B a� +' o.c. Ec�Es (MIN. 8444K SIX£ .148 (MIN. SHANK SIZE .140 EMBEDMENT INTO BLOCK (MIN• 814AW SIZE J48 (MIN. SHANK SIZE .145 IX4 SYP LATERAL MK HEAD SIZE 300 MIN. HEAD SIZE 30O MIN. HEAD SIM 300 S' GMU MIM HEAD SIZE 300 MIN. EM T I Y4') MIN. EMBEDMENT 1 Y') WITHIN MIN. EMBEDMENT ... ) MIN. EMBEDMENT I Y4) e' CMU RE-INFORCING 36 O.G. WITHIN 8' of EACH END t K' DRYWALL Cmu W1b OG. MAXOSPACING. IM'X¢' OR 'I X2' F.T. NAILER Ia7o1L. MA�k SP1f'Ks. t %?' DRYWALL MAX ®TRUSS BTM. I8' Or- MAX SPACING. ®' GMU 8' OF EACH END • O.G. . K' DRYWALL MAX SPACING. ❑ I'X4' OR I'XY' P.T. NAILER 2703:m 2X SECURE TO ❑ I'X4' OR I'X2' P.T. NAILER 27�,m ❑ I'X4' OR I'X2' P.T. NAILER 2X*s R RISINGS SECURE TO BLOCK STRUCTURAL MENDER 2XIll TO BLOCK WA-I/4'HORD, SECURE W/(3) 10d SECURE TO BLOCK W/2-%' OOR CASING SEC ft TO BLOCK W/J-%' W/lZ71Zd WITHIN, 8' OF EACH ' F.T.P'r' cA81r G NAILS ®EA. TRUSS TAPGGNS OR DRIVE PIN TAPC.DNS OR DRIVE PIN - ' T 0 END t 6' TOD' OL. MAX TAPCONS OR DRIVE PIN CHORD (MIK SHANK SIZE .145 (MIN. SHANK SIZE .110 DRIVE PM MOIL(Mr SHANK S SIZE. MIN. HEAD SIYE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 30O DOOR JAMB OR WINDOW (MIN. HEAo � � DOOR OR WINDOW M;K E � ®�,T' I�Y4', DOOR JAMB OR WINDOW � /Ij GABLE END BRACING MIN. EMBEDMENT I Y4) WITHI ATtAGFi t0 ZX PER MM. EMBEDMENT I Y 01TH TO 2X PER L. MANUFACTJIeEB DETAILS. MIN. EMBEDMENT I Y4'> TTACH TO ZX E'ER WITHIN B' OF EACH END t ATTACH TO 2X PER I�JIL ii - - ii 8' MAXEACH END < 18' O.C. MANUFACTURES DETAILS. 61 MAX t WITHIN B' OF EACH END t MAN1FACTURES DETAILS. IS' O.C. MAX SPAGit't�s. '�� FAILS. Q SCALE: I/2 = X SPACING. : SHIM Aa NEEDED TO PLUMS SIDACMNOTE: SHIM AS NEEDED TO PLOMS 18' OG MAX SPACING JAMS (DO NOT EXCEED YW) NOTE 94IM AS NEEDED 4 PLUMB NOTE: 00 AS IEXC ED V f°LU"'IS Z JAMB [DO NOT EXCEED Y4) _ JA]'IS (DO NOT EXCEED Y{') JA"'iS (DO NOT EXCEED Y4) DOOR JAMM TO BLACK +1-1//2" DOOR JAMB TO BLACK +2 ��} DOOR JAM TO WICK +3° DOOR JAMB TO BLOCK +3 3/4" v � (� WDYIfOW TO BLOCK +1-1/2" lr1 WFNDOW TO HWCK +2 1!4 p W (vrl 10mir TO BLACK +9 3/4" e SCALE: 3/5'•I'-0' E: 3)8'=1'-0' SCALE: 3/B'=1'-0' as SCALE: 3/8'=1'-0, `J Q FASTENER SCHEE>ULE zw NAIL REQUIREI" IENTS TOP CORD BLOCKING AT 4' w . wucx L.XAP vacsrl USE 1/16" O.S.B. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZEI HEAD I LENQTH I DIA. TENSILE STR O.G. MAX. IN F1595T 2 FRAMIN3 . TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. a FOR SHEAR 4 UPLIFT (OhM. TO BE STRUCTURAL N ° RAFTER OR TRU`u8 CAADE) CONNECTORS FROM STUD TO PLATE ARE o z = 13 - e a w8 2' DECK SCREWS • 6'-8' � z w 13d ROUND)MODIFIED OR T 1 1/8" .113 170fA00 10d ROUNDMODIPIED GRT _- — 2 I/V .128 1 10�00 erne AUCATLIN/- to r4.i41 P FNn A7AMP LIPP KS CiLN NAILS • 6' inn ROOF SHEATHtwx NOT REQUIRED EXCEPT * OPENINGS � /I � `�._/ 0 o L3, O.C. MAX � EDGES 4 12' OZ. MAY IN =ICI n UUNtLUDCAn=n z o ,n EXTERIOR 5HEATHIWP NOTE- NAILS TO � MPG BT OF �1 INT. USE 1/2, CDX OR 1/16' 055 PLY WITH •8 RING 644W CAIN NAILS AT 6' STAPLE, NAIL 1 100LrA�GIATi OC. AT PANEL SIDES AND "8 RINts $HANK GUN NAILS 4' OG. 70P t I. 0.113 INCH NOMINAL SHANK_DI4PIESER BOTTOM PANEL AND "8 RING SHANK CAN NAILS AT 6' O.G. AT 2. RiINCs DIAMETER OF 0ra12 OVER SH ANK DIAMETER INTERMEDIATE SUPPORTS OR T/16' ZIP SWEATH41413 SYSTEM 3, 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. OPEC$). SEE DETAIL. 4.0280 INCH FULL FUND HEAD DIAMETER NOTbR- , i J4k*0mMuF.5PEC4.) 5.2 INCH NAIL L=WxTH ACCEPTABLE FASTENER PROM ANY MANUFACTURER -ROOF DESIGN PIREMRE BASED ON WORST CASE SCENARIO FOR Z 3 � z ROOF 514EATI41NG LAYOUT AND ENDWALL BRACING FOR CABLE END FR NT-I I NCz Y ° SHANK TO EXTEBE ND YOND' 6' O.G. IN FIELD w o THICKNESS OF! SUB -FLOOR 9 IEATHINfs J 9 ` - ........ TYP. 3/4" TUG SUB -FLOOR DECKIN3 GLUED TO TYP. EXT. SHEATHINGS ATTACHMENT FOR ROOF .. ALL EXPOSED MEMBERS SHEATHING (O.S.B. TO EIE STRUCTURAL GRADE) BUILDINGS LENGTH 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N 1, rn w U w 0 0. U w a F A BLTSflm A %SOT: CREEKSIDE LOT #132 P1i0aT8�CCT 04321.000 m0nau 4EBB "1828-CALI" RIGHT PAC& SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA AUG 18 0 /17 SCAB^ 1/4"-1'-0" 1 F15ERGLA55 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R-505.2,rt ON J" O.S.B. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE SAVE SHEATHING OR �" CDX BAYS 4'-0" O.C. (AT *30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FOERGLAS5 SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED O.S.B. SHEATHING OR 2" CDX 7 CLEAR VENTILATION SCHEDULE VERIFY W/ TRU55 PER FBCR RW52:1 ON i" PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR �" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE I _o1 PRE-ENG TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS MtL. DRIP EDGE T�F PRE-ENG WD. TRU55 MTL. DRIP EDGE SEE ENERG r CODE FORMS WOOD SHEATHING FOR INVI+ILATION R-VALUES 2x4 OR 2X6 FASCIA o.H. 24" o.c. MAX. 2x4 OR 2x6 SUB FOR INSULATION R-VALUES. -BAND wRB LAYER "I, 2X4 OR 2X6 FASCIA 5/8" GYPSUM 50ARD OR 1✓2" I'ER ELEVATIONS PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS" GYPSUM BOARD OR" GONt. 2x4 RAT RUN SECURED HIGH STRENGTH CLG. �� °> stucco WRAP DOUBLE TOP PLATE VENTED ALUM. 50tfIt W/ C2) 12d's g EACH TRUSS VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT o" BOARD „ WRB LAYER P FORTIFIBER TVF. WINDOW HEADER SIZE VARIES SEE ENEi�sY CODE FORMS FOR BUILDING PAPER I/2" CDX OR -I/16" OSB INSULATION CODE p METAL LATH o.�. PER WINpOW OPENING SEE SECURE TO WALL PER 1,000 UPLIFT 51MPSON HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR s, FASTEN TO WOOD STRUCTURAL FASTENER SCHEDULE SP2 'e EA. ` s MEMBER • T" O.C. MAX I/2" CDX OR i/I6" OSB DETAILS ON SHEET D2 I/2" HIGH STRENGTH CLG. 2x8 S1'P 1 2X8 STUD Va, T X wU0op SECURE to WALL PER BOARD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16 ZIP DBL TOP MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE = "M" TYPE CONTROL JOINT ON SHEET P2 WINDOW HEADER SIZE VARIES PLATE FRAME TO BLOCKK OR 1/16' ZIP WINDOW SILL (INSTALLED PER PER WINDOW OPENING SEE CONNECTION SEE DETAIL SHEATHING SYSTEM MANUF. SPECS.) ZIP SHEATHING: SYSTEM (INSTALLED 19/GI 2x6 STUDS a 16 O.G. MAX W/ HEADER SPAN CHART FOR (INSTALLED PER INSUL., SEE ENERGY CODE DETAILS PAR MANUF. SPECS.) OR �" DRY WALL&I METAL LATH MANUF. SPECS.) 6' WIDE STRIP SELF FORMS FOR INSULATION WINDOW ATt ENT AS PER I R-VALUES 2 DIA ANCHOR BOLL ADHESIVE FLASHING, CLEAN /8" THICK, 3 GOAT MANUFACT S GIRCATIONS MASONRY BEFORE APPLYING I/$ THICK, 3 COAT AT 16 O.G. MAX WITH -I CEMENT PLASTER' T 4 G SUBFLOOR GLUED AND CEMENT PLASTER WIND ILL WALL EMBEDMENT AND 2" TEXTURED APPLIED to METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x T so O.G. MAX W/ SHEATHING DIA. WASHER FINISH a MASONRY LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS L. E RGY CODE a' CMU OF GRADE V" OF GRADE 'p" INSULATION 2x8 SYP 02 ON PI BUILDING PAPER OR BUILDING PAPER OR R- AL ES WOOD STUDS m A. X PAPER BACKED LATH PAPER BACKED LATH AT 12" O.G. MAX T A G suE3FLooR GLUED AND u VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP HOUSE WRAP SCHEDULE ON SHEET 02 2x8 P.T. SYP "2 BETWEEN DISSIMILAR I'b25O SOLE PLATE (1) COURSE TIE -BEAM METRIALS POURED SOLID WITHLE: N.T.S. DETAIL 5 PRE-ENG FLOOR TRUSS CONCRETE. (1) 05 (INSTALL PER MFG. SPECS.) IL REBAR HORIZONTALLY 4F CON(. FILLED LINTEL 1" GYPSUM BOARD OR }' HIGH 0pEt L ' O � WEEP SCREE 3/4" T 4 G SUBFLOOR GLUED BLK. W/ (1) 05 RE R STRENGTH CLG- BOARD ASTM S26-C 4 63 PRECAST LINTEL AND SCREWED AS PER CON( IX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS W 'FASTENER SCHEDULE ON (INSTALL PER MFG. SPECS.) F CL (SEED I 2/ ) WINDOW ATTACHMENT AS SHEET D2 t" GYPSUM BOARD OR }' Z w PER MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD lju U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUES IX2 NAILER/PRAFT STOP O CMU) W/ C5) 12d NAILS w EACH w Il PRECAST SILL T 5 PRECAST LINTEL CONIC. FILLED LINTEL BLK W/ � z 0 REB MAX, IN 16° PRE. ENG FL OR TRU5 (1) 05 REBAR CONTINUOUS z WINDOW ATTACHMENT AS PER w CONCRETE ( INSTALL PE SPECS.) 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS Z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O 0 VERIFY PER 16" O.G. GONG. FI LIN L BLK W/ PLASTER APPLIED PRECAST LINTEL — PLAN. (I B R ONTINUOUS p p 8 CMU DIRECTLY TO (1) *5 REBAR VERTICALLY WINDOW ATTACHMENT AS PER z MASONRY W/ GONG. POURED CELL MANUFACTURES SPECIFICATIONS � O R-4.1 112 GYP. WL. BD. I �B B O N 5/8" THICK, 3 GOAT 0 U INSULATION 1x2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL C1) 4 CONTINUOUS REBAR �, FASTENING DETAIL STRIPS • 24° O.C. �j WOOD 5A5E PLASTER APPLIED a' CMU DIRECTLY to (U "5 REBAR VERTICALLY Q O SCALE: 3/4"=1'-0" 1/2" GYP. WL. BD. MASONRY (Q z 04 REBAR 48" LONG W/ GONG. POURED CELL 0 W/6" HOOK m 24" O.C., WOOD BASE Ix2 P.T. FURRING _ z < MIN. 24" IN SLAB STRIPS a 24" O.C. O (y ROc� TRUSS UPLIFT FIN. FLR ECTOR NOT 8' CMU 2I -0 LAIN (�11coCLARITY ON FOR O 1/2' GYP. WL. BD. I 855 SHOP DWGs.) a z r WOOD BASE ' i I 0'-01 Z ° — 0 FIN. FLR. WALL I 3 I/2" CONC., REINF. W/ 6"x6" r W1.4XWI.40 WWM ON lio-MIL EXTERIOR WALL SHEATHING IEEE SECTION POLY ETHYLENE VAPOR NOTES FASTEN EACH SCUD WOOD RETARDER ON W1 DBL. TOP PLATE 2—STORY —STORY ° WELL -COMPACTED CLEAN W/ R M NUF. NAIL FRAME TO } FILL TERMITE TREATMENT PER MANUF. SPECS. WALL WALL SHALL BE BORA-CARE SECTION 2 SECTION LO C N WALL o 2'-0" (3) S REBAR CONTINUOUS QCTION EEXTERIOR TOP 1 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" �� 9 OF :NTS EXTERIOR WALL ON CHAIRS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBER31-ASS SHINGLES OVER 030 FELT PAPER EXTERIOR WALL STUDS PLACE STRAPS SPACED OVER'"30 FELL PAPER PRE-ENG GABLE TRUSS 1�lQtE; INSTALLED PER FBCR AND FASTENED AS INSTALLED PER FBGR SpF STIFFBAGK (SEE SEALP TRUSS 5PF STIFFBAGK (SEE SEALD TRUSS DIAGONAL BRACE a (WALL SHEATHING NOT R9052.� ON 0.5.5. SHOWN FOR CLARITY) SHOWN WITH ONE R905.21 ON J' 0.&15. ENG. PACK FOR SIZE 4 CONNECTION)ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP AT SHEATHING OR }" CpX FASTEN STUDS TO BLOCK WALL SHEATHING OR �" GDX 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST EACH WINDOW KING STUD WITH USP MSTA40 STRAP I PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4 -0 TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL PLYWOOD SECURED FASTENERS AS SHOWN INSTALL PER FASTENER PER FASTENER O.G. (AT SHEATHING SEAMS) O.G. (AT SHEATHING SEAMS) BRACE TO BE a ANY STRAP a EA. END (UXO) 4 (10 ON NAILS SCHEDULE " SPACE STRAPS AS FOLLOWS: SCHEDULE NOTE: t SPAN 15 -0 OR I `lQ I � ; -170 MPH 'G': 31' O.G. Nt 9t Cm.l DIA X I I/2' L MTL. DRIP EDGE DIAGONAL BRACE a MTL. DRIP EDGE GREATER. REFER TO -160 MPH 'C': 32' o.c. ) CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -is0 MPH 'B: 4a O.C. PRE-ENG TRUSS24" PRE-E W S " -140 MPH 'C' 48' Oc. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL O.G. MAX. O.G. A 2X4 OR 2X6 FASCIA BRACE TO BE a ANY SPAN SECURED W/ l3) 12d HORIZONTAL TRUSS TOP of STUD WALL PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. BOLE PLATE FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER rt SECURE TO 0'-0" TO 30'-0' (1J HOLES W/ IOd NAILS INTO SCHEDULE ON SHEET WOOD BACKING NAILS TRUSS W/ ADDITIONAL HORIZONTAL TRUSS W/ X-BRACE P2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) I/2" CDX DR T/16' OSB (2) 12d TRUSS REINFORCEMENT. IN FASTENER PATTERN NAILS X-BRACE (1) X-BRACE i TOP 14OTLEL�REESTT TO TOP SECURE TO WALL PER NAILS TOP of FASTENER SCHEDULE 0 -0 TO 30 -0 (1) /2 GDX OR 7/tb OSB a CENTER AND (2) MASONRY WALL OF CMU BLOCK WALL ON SHEET D2 X-BRACE CURE TO WALL PER BRACE DIVIDED 30'-1' TO 60'-0' (3) FASTENER SCHEDULE CONNECT BOTTOM of OR 1/16 TIP SHEATHING ECZUALY FROM CENTER = STRAP to CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO END W/ (T) 3/16' DIA. X 1-1/4' k a CENTER AND (2) OR 1/16' ZIP SHEATHING LONG TAPCON MASONRY MANUF. SPECS.) CMU BLo WAL SCREWS BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ WEEP SCREED, BEE cONT. 2x4 SPF RAT RUN SECURED W/ EaUALY FROM CENTER ANUF. SPECS.) 2—STORY DETAIL 5, SHEET P3 (2) 12d's a EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG C2) 12d s a EACH TRUSS 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632 O.C. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ GABLE END 1/2'X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32" O.C. MAX. X-BRACING TO COVER 5-TRUSSES 32' O.G. MAX. X-BRACING To COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION X—BRACING BRACING NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH � „- , DBL TOP PLATE 5/8" GYPSUM BOARD OR I/2" HIGH � "- , TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.G. STRENGTH/'GYCLG. BOARD SCALE: 3/4 -1 -0 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4 =I -0 (3) MAX. SCALE: Nts A R C H I T E C T S 1 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PM: 407-7746078 FAX: 407-7744078 www.&Mesigngrowp.com AA #: 0003325 w fi cn 11 w U w tih.. 0 E w A F 4 x stin1IV: !R LOT: CREEKSIDE LOT #132 PIROJZCT# 04321.000 mozmu 4EBB "1828—CALI" GARAaR a'wn*M: RIGHT PAGO SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES' %160 MPH EXP. C ARCHITECT: STATE OF FLORIDA T q 4 IN 0/17 1/4,'.=1'-0 DBL, TOP PLATE 2X4 16' O.G. MAX SECURE 2X4 W/ 2-1/4'• TAPGONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 %4 W/IN �Y EA END NOT TO EXC 16, QGS'I WITH BLOCKING 3HEATHING PER BLK EA END *NOTE: NAIL 51 4EAT4NG TO ALL 2X AS PER EXT. 5NEAT4NG NAILING, 86 4" EXTERIOR ARCHWAY WITH WINDOW L 1 SCALE: 1/2'=I'-0' ;LOSED VALLEY FLASHING DETAIL N.T.S. 1/2" GLG. BOARD 2X4 DBL. SP4a32' O.G. TOP PLATE TOP 4 BOTTc Tliam 1/2' GLG. BOARD -2X4 WOOD Imo' DRYWaI-L—� STUDS •16, O.C., U.O.N. -2X 7. 2X4 WOOD STUDS 0161, O.G. UAN. -WALL SECURE BT. I/2'X9' PLATE TO SLAB I/2' DRYWALL 32" T' W/ 10d MA T DBL. TOP PLATE 2X4 16' OZ. MAX: SECURE 2X4 TO WOOD W/2-12d a 6'-S' O.G. STAGGERED - SECURE 2X4 W/ 2-%'. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300-46%6 EA. ENE) NOT 0 AX BT. PLATE J 2X4 SO BLOCKING 9EGLLI� SHEATHING I/1' COk WITH MIN. 2-124 PER BLK EA. END 2 EXTERIOR ARCHWAY SCALE: In°=I'-m' 77 PRE-F'45 TRUSS, 1/2" GLG. BOARD r� . 1/2" DRYWALL- 85 LOCKING MID -WALL SECURE BT.PLATE TO SLAB W/ 10d MASONRY NAIL a 32" O.C. MAX NAIL ®3Z1sd.\ 2X4 Pt. MAX .1(` J\ YE FOUNDATION PLATE CONG. SLAB FOR DETAILS GONG. SLAB SEE FOUNDATION FOR DETAILS 1—STORY INT. BEARING WALL S (NO UPLIFT) SCALE: I/2' • I'-0" S104032, O.G. MSTA-36 32' MAX 2X4 SECURED TO GAB W/(2)12d 6' ' O �X Cu D TO WK2 EA. UPRIGHT TR6188 TIQ6ft GONT. METAL BOTTOM, BOP < BsrrroM I/Z DRYWALL 2X4 WOOD CHANNEL SHAPPED STUDS 024' STUDS 24' OJOCU O.G. LAYER . C. SLAB SP4632' O.C. MAX 1—STORY 1—STORY INT. BEAIVNG WALL TYP. INT. WALL �(W/ FT) N—BRG.) I/2' -0" 0��11 ALE: 1/2"•I'-0' TRUSS TO WOOD FRAMING SIMPSON MTS-12 E-ENT TRUSS PRE-ENG.TRUSS DOUBLE TOP PLATE 2x CONTINOu5 STRESS DBL. 2X TOP PLATE z BLOCKING MID WALL i/16' O.S.B. OR -IA6' ZIP SHEATHING *w 2x STUDS a 16' O.C. MAX, SYSTEM (INSTALLED PER - UAN. MANIP. SPECS_)' T 4 G SUBFLOOR GLUED 2X BLOCKING a AND SCREWD AS PER TOP OF FASTNER SCHEDULE 1R' CDX IST FLOOR STUDS TO 2ND FLOOR STUDS 2X STUDS I6' O.G. MAX w OIMP50N M5TA-36 a 32' 2X BTM. PLATE OG hoc 3/4' FLOOR DECKING PR- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOWSES TOP PLATE PR- ENGINEERED FLOOR TRUSS O 2x sWRESS BLOCKINOCKIN MID MID WALL Oj GONBINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS a 16' O.C. MAX, W/ 1/4" GAP FROM BLK TO OS$. UAN. 1/2' GYP. WL. BD. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OS$. TO PROVIDE CONT. NAIL PATTERN SECURE BT. PLATE TO 51=4a32' O.G. MAX SLAB W/ J'x9" ANCHOR 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON. HIGH STRENGTH y EPDXY I" EMBED. MIN. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE 4 a STAGGERED MIN. OF 16' FROM SHEET BELOW • • SIMPSON SP4 a O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL 32' O.G. MAX TO STUDS 9 INT. 2—STORY L.B.W. SCALE:I/2'=1'-®' XT. WALL SHEATHING 4 SCALE: I/2"=,'-0' 10 EDGES 4 ro"-a" O.G. MAX IN THE FIELD SECURE 2x6 MIN. t0 BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT t W/ 2'X2'Xys WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR H IN JONTS PRIOR TO FILLING o o ATTD TO EACH SID a W' O.C. CONC. SLAB @ n 1—STORY TYP. INT. WALL METAL STUDS 8C (NON—BRG.) SCALE: 1/2' =1' -m" HEADER SIZE PER SPAN CHART. DOOR/ WINDOW oPENINGG L `SECURE 2x4 ONy FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) 0 X'X8" A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X% WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER WKI) A'X8' J-BOLTS 0 9 4' EMBEDMENT W/ 2"X2'X6' WASHER AND NUT. 0 INOTEb: I 0 I ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT BUCK —ATTACHMENT DOOR K ATTACHMENT SCALE: 1/2' • 1' COX PLYWOOD — ING; 77 as ° ° 7 PRECAST LINTEL 4 Ia TO SECURE TO FRAMI-14 NG:, NEED MIN 1 1/2', LESS TH 1 1/2% WINDOW MUST B SECURED TO BL Q I ° 2x4 G 4 URE 2x TO BLOCK W/ (2) x3' TAPCON5 OR DRIVE PIN ( N SHANK SIZE .145) l EMBED. I 1") WITHIN 5" OF EACH END AND 18' O.C. MAX SPACING:. CMU WALL °. a IIa ARCH WINDOW FRAME If TYP. EXTERIOR WINDOW/ 14 DOOR OPENING WD FRAMED SALE: I/2' = I' -0' PR-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS . 16' O.C. MAX SIMP50N LSTA-12 • A. JACK SCUD, BOTH bID OPENING. 2x St a I " O M W/ SH A A I BE IN } I OW/ DOOR ING SECURE PER HEDULE STUDS (SEE HEADER ;ANICPART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE OtELi SECURED ONE PLY a A TIME. USE I2d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO BOTTOM OF PRE-ENG'D TRUSS BELOW- 84-EATHING MUST NOT BREAK 1'-4' MIN. FROP4 2ND FLR LINE. PR-ENG TRUSSES OR CONV.FRAMED RAFTERS �} OS OR }" CDX PLY ATTACHED PER FAS R SCHEDULE ON SHEET D2 OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) 2x4 BLOCKING UNDER WALL STUDS SCUR BETWEEN TRUSS BAYS W/ (3) 12d'e EACH END 2x DOUBLE TOP PLATE STUDS a 16, O.C. MTS-12 a EVER STUD 2x4 BT. PLATE DORMER ATTACHMENT 15 SCALE:I/2'=1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS - 2x4 COLLAR TIE AT EVERT' OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS IxS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) I0d GUN NAILS a EA. TRUSS - RAFTER t0 TRUSS MTS-12 CRATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENT TRUSSES- PR-ENG. TRUSS - ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES HEADER SIZE PER 810AN CHART. OPENING DOOR TYP. INTERIOR lii�DOOR OPENING WD SCALE: 1/2"=I'-0' "5 RBAR VERT. IN SOLID GROUTED CELL 5/8, THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 CONV. FRAMED ROOF SCALE: 1/2' = I' -O' PR-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN {DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. -2x STUDS a 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 1/2"xV A.B. MIN. -I' EMBEDMENMT b' FROM EACH -END 4 32' O.G. MAX. 8104 OR H5 a TOP AND " 1115 UPLIFT SIMPSOM HTSM20 W/10 loci TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL " 1900 UPLIFT (2) SIMPSOM PTOM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT -POURD LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM BOTTOM PLATES a EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES 1 RETROFIT -OF OPENING. NTS. -LINE OF SLAB CORNER BEAD SEALANT4 BACKER ROD S' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL RO. FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) GALv. STEEL TRACK DRAGKETS FASTENED TO WOOD JAMB W/ 3/16'x1 1/4' LAG GALV. BTEr= -OVERaEAD DOOR SCWWS VERtIGAL TRACK I' MIN DY OTHERS BY MAP. SLIDE FA&MN1=D TO JAMBS W/��`20X`n`IKETB GARAGE DOOR CARRIAGE BOLTS 13 SCALE: AND LOOK NUTS. PRE -ENGINEESRED TRUS MTS-12 i 1/16' 05.5. PRE - 2X4 STUDS 16' -1/16" OS.B. -TEXT. FINISH -META-16 " CMU WALL 16 KNEE WALL DETAIL Ca? ENTRY SCALE. 3/4' = I' -0' CONTROL DATE: 07/01/15 % A R C H I T E C T 5 Inc. LONGWVOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N w U W 0 F �0. rill w A F ti T ['1828-CALI , CREEKSIDE LOT #132 ROJMCT# 04321.000 4EBB " QAPAOR iSWZM7 RIGHT PAG0 MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA AUG 18 2017 m 0/17 :1' — 0' Planning & Development Services Department Building & Regulations Division NNIIIIIIIIIIIINIIII Product Review Affidavit Building Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-RS N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb, 16" @ head. 11/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon SH Window (+38 ) / ( 48 ) (+50 ) (-SO) / Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-RS Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c atjamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitantally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) f (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. To and bottom centerline of each door slab p get with transom tapcon. Rest of vertical o/c spacing is 14 max. 1 1/4 embedment. Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/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 Interwrap Rhino U10/20 FL17801 gauge 1'/<"annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. Less than 6 span (+47) / (-53) panel MFG. 24 GAGE FL16293-RI edge distance, 12 o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete /mason A R C H I T E C t; 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W W U W 0 F 0. U A F A ti i9tJHDiV. die ?AT: CREEKSIDE LOT #132 P1%OJMT# 04321.000 acoaIIIIIII&A 4EBB "1828—CALI" GARAGE 1911IMQ: RIGHT PA4S: PRODUCT APPROVALS Q160 MPH EXP. C ARCHITECT STATE OF FLORIDA MW L'1AT8i:! /10/17 ARCHITECTS NOTE: NOTE: IF ZIP SI-IEATI-IING SYSTEM 15 APPROVED BUILDING WRAP IF ZIP Sr-IEAtI-IINCz S1 StEM IS \ c INSTALLED, PLEASE SEE SLHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 41x4'FLASHING r �oMEAT G Mr=M5RANr= p' a VERTICAL LAPS (ROLL MANUFACTURERS �\ MANUFACTURERS ENDS) t 6' •HORIZONTAL LAPS. WRAP MATERIAL) OVER N INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION IFIROCEDURE5 APPROVED HOUSE WRAP. `. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE V +_ 6'xV SELF -ADHERING MEMBRANE PENETRATION ^\ FLASHINEf (GOMPAreLE W/ HOUSE PREFOR ED CONTROL JOINT / P'Lr46CTER3 COAT CEMENT \� WRAP MATERIAL) OVER 4NE FLANGE OF CONTROL JOINTS T� SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH +� 9" \ WRB HOUSE WRAP. LAYER 02, FORTINEER FLASHING OVER APPROVED O.C. MAX (YERTJ. NOTE_ DO BUILDING PAPER / r nw. LAP a t-terAL LArN \ � FLASHINCs TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT t0 WALL EVEN IF STUD EXISTS MYON0 EXCEPT STAPLES W/ APPROVED METAL LATH �X X. X. X / \\ V LEG MAY BE USED TO TEMP. FASTENED a7' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS �X X X DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF WRB LAYER "I, �— SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATH FLASHING l" O.G. MAX VERTICALLY STEP 4I STEP !I FLASHING MEMBRANE WOOD SHEATHING / WPM LAYER h, �' THICK, 3 COAT CEMENT WRB LAYER 11, I ORMAN-M S INSTALLED PER PLASTER STUCCO WRAP '1/16 ZIP SHEATHING % STUCCO WRAP METAL LATH 6' MIN PAPER LAP BELOW ONL`" / WRB LATER �, FORtIFIBER WR8 LAYER I"2, FO R WRB LAYER "2, FORTIFIBER BUILDING PAPER / I�'Ar�HAPE \BUILDINGS PAPER 77/7 �' �/ �� j �� - STUCCO WRAP FLA HI V51RANE RAKE I \ a ro INSTALL FASTENERS (CLIPS, HO I O APPROVED MIN. WOOD SHEATHING STRAPS, STAPLES) AS �q9 ONTO I PE LATH SHALL NOT i 6^ ro a° s° -c s' SYSTEM OR 11*1 �NSTAL (INSTALLED IP IPER IPE/ WNO �IRETtO FRAhiRIENG NC ) BE CONTINUOUS MIN, 4"x4" SELF -ADHERING MEMBRANE Mlrl. M UF. SPECS.) FLASHING OVER APPROVED THROUGH CONTROL r 3 a',� v�. JOINTS BUT SHALL HOUSE WRAP. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLAP4" O BLOCKING LAP MIN Er FLASHING TO EXTEND ONTO PIPE , VER PER ASTM CI063 PLACED FLAT MAX. 6' TO 8" ALL LAP 7.10.1.4 FROM CONTROL JOINT WHEN (-2-TAPER LAP �'%' CONT. BEAD OF SEALANT CONTROL JOINT FALLS ON NOTE: \ STRUCTURAL STUD SCALE: 1 1/2'=1'-0" 1. FASTENERS FOR LATH TO BE NAILS OR - INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 SHEATHING BARRIER OVER 2. WIRE TIES TO BE (NO. IS) 0.0475' WtI;M / ' 3. BLOCKING SHOWN MAY BE IN ADDITI \ ! ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS RE==rRED PER PLAN 0 G.V. FINISH (SEE TYP WALL SECTION) l I\ VERTICAL LATH & PAPER DETAIL / \ WOOD SiupB SECTION PER FBC Rt Exterior lathing inq and plasterina SHEATHING Exterior use of portland cement plaster NOTE: OR rt/16' TIP SHEATHINGS SYSTEM shall comply with the application SIDE LAPS OF METAL requirements of ASTM C 926-12A. PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BUILDING NOTE: FRAMIGUREDTO PAPER 6"nl" IF ZIP SHEATHING SYSTEM IS Installation of exterior lathing and framing "M" TYPE CONTROL JOINT FRAMING MEMBERS. LAP shall comply with ASTM C106312A. THEY SHALL BE TIED INSTALLED, PLEASE SEE O BETWEEN SUPPORTS MANUFACTURERS WITH 0.0415-IN. (IZI-MM) STUCCO WIRE AT INTERVALS SOT 4a `AP a PAPER INSTALLATION PROCEDURES fit MORE THAN V (22S-MM). AS PER A5TM C1063 O1 I. FOLD MWARP PT. A 2 INWA• A O 1,FOLD RD K. T ®�y�T l/'V, FOLD 2" CREAev= • �" ® Y I v KO U 1 FOR REPAIR OF TEARS HORIZONTAL LATH IN WM LAYERS, TEARS DETAIL MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR . FOLD PEEL 4 STICK ® '1/16" ZIP SI-IEATI-IINC; Y5t1=M ( INSTALLED PER MANUF. SPECS.) OR oL FOLD INWARD • O I. FOLD INWARD • Pr. A WOOD SI-IEATI-41NCx WRB LAYER *I, Pr. A s GI�ABE • PT. 6 � 2. CREAW • Pr. 0 3. CMASE • Pr. C STUCCO WRAP %CREASE • rvr. c 4. FOLD Pr. C OVER PT. $ TILL PT. C TOUCHES °O"`" r"'" THICK, 3 COAT CEMENT £ k PLASTE LATH L E GEND ,� I METAL L �'�� LAP WRB 4 TAPE OVER �1R,�1NA�E FLANS (OR5 ® ®�,D �orTa® ROOF/IUALL SCREI=D FLA 0 WATER T1[sl-VT NOTE: SEAL FOLD, 22 IF ZIP 51-4EATI-41NG SYSTEM 15 e�TeuT. z 51IX5" "L" TYPE CONTINUOUS UJR5 LXE R #2 (FOIRTIF15EiR — — — — — — INSTALLED, PLEASE SEE GALV. METAL FLASHING MANUFACTURERS (NAIL TO Roof DECK, NOT i�l�I1�D INCH ��fR) INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT PLASTER � �' WALL 51-4EAT1-4INrs) WRBLAYER "2,FORTIFIBER CAP SHINGLE - DO NOT NAIL, 1"IETAL. LA7i4 X X X X BUILDING PAPER wR5 LATER INSTALL WITH ROOF CEMENT Stucco LAP LAYERS OF 56LPNG WRAP \/ 1�Y1/L./O 1_ 5 ANAILIN_9_I)jSTOP \a• ... 914I1 Roos CEMENT s�IN�L� ROOFING •- exSWALLPLASHMG � �— OR rt/16" ZIP SHEAT�LING SYSTEM Kluc-OUTRASH1NGO(BEE ��. (INSTALLED vP/ER r-IAN�,U7= 5f=;=CS-) — — — — DETAIL) y/ S LF — ADi, 14 S 1 1( FL)"—'tST 4 1N a NOTE: IF ZIP SHEATI-4ING SYSTEM IS NOTE INSTALLED, PLEASE SEE MANUFACTURERS I"IETAL L ATI4: J®,�T� TO B� F'�� C FELT UNNDDEERLATMENT WATER TIGHT SM& (WISO OR INSTALLATION PROCEDURES //JJ�j ( 1 //,� y�4 q {r+--s� INSTALL KIGKOJT SOLDER DO t� CUTNVTEi(/ 3 ,� . I / 9`� S T 1� / f�I t V T - .J , 1 N. 2 . J� V S. SHINGLE R,DOFMG (Lx0 WALL iMG AT 601T01'f 0= ROOF 1 `F E F S Q. � A FR1 ` U I L I T'r O FR N O 1 N WALL MTERSECTIOI� DRIP EDGE, OVERLAP 3' EXTEND IA16ELOW LATE DOES NOT 1"1ET SFCI CATIO SHEATHING, MEG-IANICALLY FASCIA � s FASTN 4' OC. L LAf1 I `G i vn Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W1 w U W 0 4 U W q F A h 93%7=rv. a LOT: CREEKSIDE LOT #132 PREC OJT 04321.000 MODE IC 4EBB "1828—CALI" GARAGE BWMG: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C (ARCHITECT: STATE OF FLORIDA AUG 18 2017 8/10/17 1 4"-1'-0' Flo "v"L�' 11 NOTE` INSTALL 6' SELF -ADHERING IF ZIP SHEArPING SYSTEM IS MEMBRANE FLASHING OVER STUCCO IN5TALLED,PLEA5E SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION SE- NC= OF FLASHING TO BE• OVER TOP E SIDES 1/16" ZIP SHEATHING SYSTEM 7/Iro' ZIP SHEATHING SYSTEM I BOTTOM 2 SIDES 3. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR X I VENT GAP IS to BE SET IN BED SELF WOOD SHEATHINGS WoaD SHEATHING OF SEALANT AT TOP AND FLASHING I SIDES ONLY. SEALANT IS t0 BE RB LATER "I, UNIT WRE3 LAYER "I, STUCCO WRAP TOOLED SO AS t0 DEFLECT STUCCO WRAP r WATER AWAY FROM JOINTS. WRB LAYER "2, FORTIFIBER PREP'IANUF. DRYER 1 °} BUILDING PAPER X E-Z BEAD ALL ARO METAL LATH VENT -APPLY SE NT L VENT GAP (SET IN z JOINTS AND I CTI S CONT. SEALANT) I A RTIFIBER woo:;; Va' TEXTURED D G A ER CONSTFINISI-I . WOOD APPLY T A7 [METER OF FASTEN TO WOOD STRUCTURAL BACKER ROD NON A F AND STUCCO 4 DE CAULKING a JOINT SEALANT', MEM6ER ®�' O.C. MAX TOP E SIDES �" THICK, 3 COAT CEMENT e Crtu } yo To )5° MID -WALL PE F R703.6.1 PLASTER WEEP SCREED erior lathing and plastering Exterior use of Portland cement plaster A i n n _ L4 B CKER ROD / TO -Y MI WA TT�I a 8 D L L 71 shall comply with the application � B DRYER VENT (BLOCK) LO C 11) WEEP SGREED ice; x requirements of ASTM C 926-12A. 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING:, CLEAN X MASONRY FrSEFORE APPLYING X 1 shall comply with ASTM C 1063-12A. 6 SELF-ADHESIVE IllLAYER "I, i FTEXTUREDLASHING FINISH • MASONRY STUCCO WRAP x HOODED VENT 5UIOVELR ING 'QUICK ER — — — WOOD FRAMED �B HORIZONTAL WEEP SCREED THICK, 3 COAT CEMENT FLASH WALL O PLASTER (FRAME TO BLOCK) METAL LATH _ HORIZONTAL WEEP SCREED PIPE THROUGH WRB LAYER:, FORtIFIBER �/ ( FRAME TO FRAME) NOTE: BUILDING PAPER WALL i� IF ZIP SHEATHINGS SYSTEM IS Ul SHEATHING !� �� NOTE: INSTALLED, PLEASE SEE IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT FRAME ��;. //�� INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6" SELF ADHESIVE "i i FLASHING: (INSTALL PER MANUF. SPECS.)all OR l/16' ZIP SFaEATF4ING SYSTEM [INSTALLED PER MANUF. &PEGS,) BUILDING PAPER WOOD SHEATHNG UNDER "QUICK FLASH" WRB LAYER °I, NOTE: LAYER STUCCO WRAP IF ZIP SHEATHINGS SYSTEM 15 CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES CONSTUGTION , .. CUT "X" INTO Ell VENT PENETRATION WRB LAYER #I, SELF -ADHERING METAL H A STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. a' CMU v L AS APPLY SELF -ADHERING 6 I AND MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER 1 APPROVED WRBLAYER " 1�' MID -WALL JC. "I 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFCRE APPLYING APPROVED _ Z FLASHING HOUSEWRAP _ WRB LAYER 401, BELOW STUCCO WRAP ELEC. METER FIELD 1 VERIFY LOCATION �ELEC. METER FIELD STONE vENEER SELF -ADHERING OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN NO MEMBRANE GRADE "D" FELT o MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING SCREED E D AND ONE (1) LAYER OF PAINT EDGE OR HORIZONTAL WEEP APROVED 7C Wf STONE VENEER M ORR TO INSTALLING ELEC. HOUSEWRAP WRB LAYER "2, FORTFIBER (FRAME TO BLOCKS �,' BUILDINGS PAPER CAVl TO 5E FILLED WITH IRIGID POLYMERIC STEF # �� T % ISOCYANOTE-POLYBLEND FOAM JL�! (°GREAT STUFF" OR SIMILAR) APPLY A SILICON — E:LASTOMERIC DRAINAGE PLANE (UJRB BASE SEALANT AT POINT COATING OVERSTUCCO/ C.V. FINISH LAYER #I, STUCCO Ll') THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD .e.o.o.o (SEE TYPICAL WALL OVE LlLAYER #2 (I=ORTIF15ER - - - - - C Iv GRRAPE ,DMIN 60 ,°.°.° SECTION) PAPERS 11 AREA TO RE E E FELT -PROVIDE METAL LATH STUCCO SCRATCH COAT - SEALANT At ALL METAL LATH x- X—X—x 4 1 GOAT OF PAINT W/BACK- JOINTS AND 00 ROLL PRIOR TO INTERSECTIONS koo STUCGO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. Ll.) SHIEATHIING E// METER CAN OR METER CAN OR 7116" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUR SPECS.) DISCONNECT SELF-ADHESIVE FLASHING - — - NOTE: 1"IETAL LATH: LATH TO SE PER 1=BC 8 ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE R�103.G.1 / ASTI'"I C-541-O9,1�11N. 2.5 Les. PENETRATION FER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT 1`"IEET SF'EGIFICATIOl A R C H I T E C T S Gr2De ( Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N U W 0 F 0. U w A F A x CREEKSIDE LOT #132 P 04321 000 MODEL& 4EBB "1828—CALI" GARAGE 971LNii. RIGHT PAGE: WALL ASSEMBLY DETAILS 160 �IPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 2017 08V10/17 ►�= EXT. WOOD FRAMED COLUMN SHEATHINGS WOOD SNEATI INGs WALL _-WEATHER RESISTIVE WRB LAYER *1 BARRIER *1 STUCCO WRAP SUB -FLOOR DECKING ' WRB LAYER "2, FORtIFIBER FINISH LAYER (2 LAYER METAL DR P EPCxEV S RR ER . WEATHER RESISTIVE IWAls' OOD BUILDINGS PAPER PRE-ENCs'D TRUSS -� SET IN FULL BED OF - i „ ONSTRUCTION — PEEL < STICK) \ 5AP HAT CHANNEL J" THICK, 3 GOA EMENT WEATHER RESISTIVE �` _ SEALANT,X2" MIN. 6 EEL \ PLASTER BARRIER "I 6 PEEL 1 SPACE FROM DRIP / � � PEEL E St �GK TYPE 'x' DRYWALL STICK DRIP FACE t0 TREX 6" S.A.F. P SCREED WEATHER RESISTIVE EDGE TO I FULLY 'L' FEDDED H WEEP SCREED BARRIER W2 DECK ( FULLY EMBEDDED TO 5 t I DE `\e SI IN J' THICK, 3 COAT CEMENT Y RIES .......... -••- 1 i IN ROOF CEMENT PLASTER •. WOOD SHEATHING s 5 Ya" GAP FOR BACKER I E' X 3' RI E Gs E � i METAL DRIP EDGE METAL LATH SET IN PULL BED OF �\ ROD SEALANT 4' GAP FOR BACKER WRB LAYER *I, / WOOD SHEATHINGS I V XI % P.T. OR SIMULATED SEALANT,14 MIN. STUCCO WRAP ; \ ROD a SEALANt \ WOOD (TREX) FILLER, VINYL CASINGS BEAD SPACE FROM DRIP WEA J" THICK, 3 GOAT CEMENT \ CONTINUOUS i FACE t0 TREX ,� BARRIER *IR RESISTIVE ,I A24L b IIIAtC= ao��t:�ii Ina WFAZ&f IhwSIStIVE VINYL CASINGS BEADIN AM66-WFWC-780 CU5T0 I I t� FLASHING WRAPPED EXTERIOR CSRADE LAYER (2 LAYER PEEL 4 R *1 \ X W RIE RESISTIVE i F ` a TOP WEEP SCREEDAlbSTICK) WRAPPED FROM i TO SHEATHINGS BELOW DRY WALL BALCONY DECK t0 ATHE 518TIVE WATER PROOFING let .,rir� R 1 *2 LAYER (2 LAYER PEEL -- Xt COLUMN ' WI LAYER *I, " THICK, 3 COAT CEMENT CANTILEVER """' FOR 4tl°T < STICK) er f°LAa N SHEATHINGS STUCCO WRAP 4" POSITIVE DRAIN PLASTER WEEP SCREED 6 PEEL t STICK +� ; E MEMBRANE, VINYL CORNER BEAD DRIP EDGE TO PECK END OVER DRIP PEEL 4 STIG 6' S.A.F. UJRB LAYER +"2, FORTIFIBER NO CSAP IN FIELD VINYL CASING BEAD SUB FLOOR EDCSE �� 1 N2"x3' T." -LASHING j BUILDINGS PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3" 26 GA. CzALV. SUB FLOOR FULLY EMBEDPEP IN --- --- - SEPARATE ACCESSORIES ONLY) CEMENT METAL DRIP EDGE ROOF E s s + --- ----------------------- --- ---- °-- - __- 1 SET IN FULL BED OF ;� i�' I V X 3" 26 GSA. GALV. AW/6" SELF-ADHEREINCs / 1 'XI '�/q t. R 51 AtED ! SEALANt, V MIN. ---• -•--....-.-.-- •----- METAL DRIP EDGE FLASHING WRAPPED WO (REX) ILL R SPACE FROM DRIP SEt IN FULL BED OF "XI .T. OR SIMULATED WRB LAYER "I, —f- � is CORNER OF CANTILEVER FACE t0 TREX SEALANT, l� MIN. OD TAX) FILLER, STUCCO WRAP ` \ 4' POSITIVE DRAIN ON N FOR BACKER 'VINYL CASINGS BEAD NTINUOUS SPACE FROM DRIP AMICO AM66-Ur-780 .� ,• WEEP SCREED /FACE t0 TREX CUSTOM CA5NNCS BEAD D < SEALANT LAYERP(2R�YER PEEL E X4FING let" GAP FOR SEALANT -..- VINYL CASINGS BEAD FI SH LAYER (2 LAYER OPT. BACKER ROD. --- PEEL E STICK) STICK) WRAPPED FROM MODIFIED WATER PROOFING lat 90 CANT 1 ]�E V]E R DRIP 3/4 RESILIENT BALCONY DECK t0 LAYER (2 LAYER PEEL NO GAP IN FIELD 10 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE - SEPARATE VINYL CASINGS BEAD a THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE PLASTER VINYL CASINGS BEAD CANTILEVER INSTALLED, PLEASE SEE METAL LATH ; , s THICK, 3 COAT CEMENT CASING BEAD MANUFACTURERS ��rr 5/S' TYPE "X" DRYWALL WOOD SHEATHINGS PLASTER DTL. ® CANT. �E JL� N DTr 10 A INSTALLATION PROGEDURE5 W/TEXTURED E PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL I METAL LATH SCALE: 1 I/2'=1'->a" FINISH BARRIER *I N SHtURED < PAINTED WOOD SHEATHINGS WEATHER RESISTIVE " THICK, 3 COAT CEMENT BARRIER *2 PLASTER 4" POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN DR,4INAGE PLANE (WRB CEP SCREED PLASTER WEEP SCREED NOTE: t� VINYL CORNER BEAD NO GAP IN FIELD DOTE' I II I�rR #�, S��.i000 �.UR� VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD NO GAP IN FIELD �ETAL LATi 4: LATP4 TO 5 =EfR P5G (SHOWN FOR CLARIFICATION OF VINYL CASINGS BEAD SEPARATE ACCESSORIES ONLY R703.6.1 / A5T1-' G=S�1-09/ 1 1N. 2.�? L55. WRB L,4�ER 02 (FORTIFIBPR — — — — — SEPARATE ACCESSORIES ONLY) SUILDINCs PAFER) BALCONY DRIP BALCONY DRIP FER 15a. `rARD (UTILIT-�e OR N01„IINAL 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN LATE DOES NOT 1~IEET SPEGIFICATION5) T"?ETAL LAT+4 x x x x (W/"L" FLASHING) SCALE: NtS NOTE- NOTE- WOOD ctION �JTUGGO WOOD SHEATHINGS NOTE: At ING 5Y E IS OR IAW ZIP SHEATHING aYSTEM IF ZIP SHEATHING SYSTEM IS IF TIP SHED, (INSTALLED MR MANW. 8PEG8J EASE INSTALLED, PLEASE SEE INSTALLE MANUFACTU R5 2x FRAi MING MEMBER WRB LAYER *1, MANUFACTURERS INSTALLATIO PROLE RES T 1 R IStIVE WOOD 5I 4EAT�IING� STUCCO WRAP x; T INSTALLATION PROCEDURES 3/4 RESILIENT HER RESISTIVE " THICK, 3 COAT CEMENT ' WOOD 6I4EATI 41NG HAT CHANNEL BARRIER *2 5ELF- AD�4E51 VE FL,A54NG — — — — PLASTER WRB LAYER *2, FORTIFIBER = VINYL CASING BEAD " THICK 3 COAT CEMENT CORNER BEAD BUILDING PAPER X PLASTER I/? R4STENED TO SHEATHING METAL LATH WRB LAYER *I, i S fi METAL LATH y I P 6/S TYPE X LL " O.C. MAX. I STUCCO W A W/TEXTU PAI I WOOD CHICK, COAT CEMENT WRB LAYER SHFAtI 41NC - FINI ora nb' zP TUIroG rsTErt x- - x x— xx— x ( TA1ED PfasMANYF SPECS)' R *'1, FORTIFIBER HI AT CEMENT I_ BUILDINCz PAPER (2) 2x12 HEADER PLASTER >< x WRA1 4" POSITIVE DRAIN \; 1 ' STUB�'R STUCCO WRAP F ASHIINCsDHIERING i �\\�� , METAL LATH VINYL COMER BEAD WEEP SCREED i I THICK, 3 COAT CEMENT / \ X WOOD SNEATI—EINCs (EXPLODED $ VIEW FOR PLASTER VINYL CASING A BEAD NO GP IN FIELD (SHOWN FOR CLARIFICATION OF I 1 'I CLARITY) DRIP GAP SEPARATE ACCESSORIES ONLY) METAL LATH ��. DRIP EDGEa` 11 � WRB LAVER *2, FORTIFIBER _ INSTALLATION BUILDING PAPER WINDOW FLANGE WRB LAYER *l, , NOTE: CORNER ]BEAD G, FRAME STUG:C WRAP IF ZIP SHEATHING 5 5 EM IS WOOD CONSTRUCITON INSTALLED, PLEA S E MANUFACTU RS / MANUF INSTALLATION PRO E URES WEATHER RESISTIVE WRB LAYER *2, FORTIFIBER pARRIER "I CORNER BEAD BUILDING PAPER � ' (FASTENER 4 SPACING rt" O.C•) \ .+ WEATHER RESISTIVE 15ARRIER *2 METAL LATH i I VINYL CASINGS BEAD i THICK, 3 COAT CEMENT PLASTER � THICK, 3 COAT CEMENT PLASTER ; 5/8' TYPE "X' DRYWALL METAL LATH wlCEktURED e PAINTED Ia+BYe "SELF- ADHERING FINISHWFQ1 CMU FLASHIING n ' THICK, 3 COAT CEMENT I-FE AD E R/EiE AI'f ANI�. 9PEG5.) PLASTER V THICK, 3 COAT CEMENT DRiP CAP -� VINYL CORNER BEAD �NYL CORP. 4 PLASTER APPLIED POSITIVE DRAIN f WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL GASINC; BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF ��I SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD � BLOCK- 15B CASING BEAD Q WINDOW (BD(RIP EDGE INSTALLATION ]FRAME, NO BAND) A R C H IT E C T S 1 oul Inc. A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w h W a W a Q, c.� w A F A EUBDiV. LOT: CREEKSIDE LOT #132 04321.000 MODEU 4EBB "1828-CALI" GARAGE 6WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH MR C ARCHITECT: STATE OF FLORIDA AUG 18 2017 L1aT�://o8/io/17 F � kkl�l mw NOTE: IF ZIP SHEATHING SYSTEM IS -------------------- --- WOOD SHEATHING INSTALLED, PLEASE SEE Y4` CsAP eAO P tHIGKR3 GOAL CEMENT /!,. i" THICK, 3 COAT CEMENT ` MANUFACTURERS 7O TAL ATH PLASTER 1 `` INSTALLATION PROCEDURES 1X TRIM MEMBER SEALANT WRB LAYER *I, 6 STUCCO TO METAL LATH STUCCO WRAP SIDING TRANSITION LAYER *2, FORTIFIBER WOOD SHEATI41NCz UILDIW-a PAPER / a WRB LAYER *2, FORTIFISER ' �, r SIDING WOOD SI-4EATHINCx /' BUILDING PAPER '' ' WRB LATER 01, _• ,�4M1 pnm.nn PWIgmYNII :MY YrgM1pYli( YgnMYp i WINDOW FRAME STUCCO WRAP ----- ----- / ................ WRB LAYER *2, FORTIFIBER METAL LATH °;I i BUILDING PAPER " TI-4IGK, 3 GOAT CEMENT , ' WRB LAVER *12, FOR71F15ER �st c Y STUCCO WRAP PLASTER i BUILDINCz ER - BEAD VINYL CASING 6'SELF-ADHERING I `� ' / CW/3/g" FLEXIBLE PVG BACKER ROD) META CASING BEAD ............... ,....................... ........ .......... FLASHING 'i ��•I � - 6" SELF-ADHEREING H I COAT CEMENT VINYL ANGLED FLASHING: OR PEEL 4 STICK / VIEW F R S ER / CASING BEAD CLA ) SIDING O S C C O WRB LAYER *1, STUCCO WRAP, I WRAPPED AROUND FRAMING ,,•e �j C AS I ITT L�' AD MEMBER O DRIP GAP rollrollSELF ADHESIVE FLASHING _ (CRSS SECTION /i WINDOW FLANGE S WOOD SHEATHING CO WRAP , 2X FRAMING I WOOD CONSTRLLCTION �� MEMBER j VINYL ANGLED BEYOND DETAIL BELOW EXPLODED ; CASING BEAD_ " ` FOR CLARITY WOOD SHEAT4{ING WEAT4.4ER RESISTIVE ��\ WRB LAYER *2, FORTIF-15ER ; BARRIER h HUILDI�IC� PAPER , HD SISTVE \ --------------------------------------------------- WEATHER IBARR METAL LAT4 4 j� / ' �i(r" x iYa" LAP SIDING 6' REVEAL 1 FLASHING DHERING------------ ___ __---- ,'.." i i I 6'SELF-ADI4ERING 1-'---------------------------------------------------------------------- — " THICK, 3 COAT CEMENT i� FLAB IINCs ` H1lEATHER RESISTIVE 4"F TT� �" THICK, 3 COAT CEMENT PLASTER �� / r BARRIER»H G4SIN:; I3FTD % PLASTER \ ` STARTER STRIP UEAT4-ER RESISTIVE i 6 "SELF -ADHERING \ BARRIER n SEALANT T� uJIN�OUJ METAL LATH FLASHING ' DO NOT CAULK f E \� �i 6" SELF -ADHERING NI I _ FLASHING —' GALV'D METAL I I DRIP CAP - �. 1z. PL `� r FLAB 41NG I LA ER "2, FORTIFIBER — ' DO NOT CAULK OR UIL G PAPER I LMEMBD f SEAL OPENING ; WINDOW FRAME WINDOW FLANGE OOD SHEATHING I CASING- BEAD @) WINDOW IAA 5 �o !' � IY: x6'SIMULATED / (FRAME W/BAND ) SEEAAL GAP W/GAULLK � a OR APPROVED SEALANT STUCCO CASING SIDING TO STUCCO WRB LAYER *1, NOTE, C BLOCK TO FRAME j sTucco WRAP WOOD SHEATHING IF ZIP SHEATHING SYSTEM 15 TRANSITION INSTALLED, PLEASE SEE 19 `, \-- (o" WIDE PEEL 4 STICK MANUFACTURERS OVER FLANGE NOTE INSTALLATION PROCEDURES METAL LATH NOTE: FLANGE I : / E-z BEAD VINYL CASING METAL LAT+4: LATI4 TO BE PER 1=5C CW/3/8" FLEXIBLE PVC BACKER ROD) I 2X FRAMING / WRB LATER #I, R�+a3.6.1 / ASTM G-84-1-,a9, MIN. 2.5 LBS. MEMBER STUCCO WRAP 1.U00D S�EATI4ING PER Sa. `I'ARD (UTILIT�' OR NOMINAL APPLY FULL BED OF SEALANT BETWEEN ; LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE E BUILDING WRAP WRB LATER 02, FORTIFIBER \ ` ' WRAP BUILDING PAPER % WOOD CONSTRUCTION -- ------------------------------------------------------------------------------------------------- Y D �D ERING " R5 LA' fR #,WOO�sS I 1 FLASHING WEATHER 3 COAT CEMENT jUcCQ lUjRAF WEATHER RESISTIVE PLASTER - BARRIER "I �� \ BARRIER *1 TO LAP J� �j �j p Bq�AIERSISTIvE / / I \ 6 YZ AASI 41NGT� �j/�� j �j BEAT I 1 A � I JL �I TJ O CASING x X i WfR5 L��'IHIR � fOfRTIF1P�fiz ak/6RE ALP5IDING /// i Q ` �. ll A B1. I I NCB i I� / Ile R IER RESISTIVE VIN'Y'L ANGLED 6 sELF-ADNERING Z �� ' FLA8441NG / D gAAIERSISTIvE CASING BEAt �E I� _ L L AT� STARTER STRIP VIN`I'L CASING BEAD �•I — i _ I T I \I \� GALV'D METAL Z" FLASHING SEAL OPENING DO NOT CAULK OR CEXPLODED CAULK OR SII TI=41CK, 3 COAT CEr' ENT \ SEAL OPENING l VIEW FOR PLASTEfR GALVD METAL U ATHER 01 TO LAP I P Z' FLAB fNG BARRIER "I TO LAP L E G E N CLARITY') I Ya' k 6' SIMULATED 6" MIN. ABOVE TOP k WOOD TRIM MEMBER OF 'Z" FLASHING 'I ~T Ian Er-ie>°R DRAINACzE PLANE (WRB SAO FLEXIBLE \ i LATER *I, STUCCO WRAP) SAGKEii ROD) \ / � � Y SELF-ADI-4ERING FL SHIN HERNG \ I FLASHING WRB LAVER *2 (FORT11=1BER EMENT PLASTER COA\1� SEAL GAP APPWICROVED SEALAKINGNT BUILDING* PAPER) ...... — OR APPROVED SEALANT WEATHER RESISTIVE � �'_ UEATPER RESISTIVE BARRIER " BARRIER C A S I N G B II i A D � � A I S II � D �I WEATHER RESISTIVE E-Z BEAD vINYL CASING METAL LATH x—x—x—x BARRIER R (W/%' FLEXIBLE PVC BACKER ROD) STUCCO I�y BAND (FRAME) SIDING TO STUCCO W RRESISTIVE RRIE{ (9) FRAME TO FRAME WOOD 5I4EATI4ING ZZI SCALE: 1 1/2"=1'-0" 19 TRANSITION eI STALLED PER MANF.SPE SYSTEM) SELF-ADHESIVE FLASHING — — — A R C H I T E C T S /%'�� [r3est 20Inc rr71� . 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U w h a a F A ti stTsn�ae LOT: CREEKSIDE LOT #132 P1ROJMT# 04321.000 moam114 4EBB "1828—CALI" GARAGE a'wMO: RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA AUG 18 2017 aAft; 8/10/17 8CA .1/4"=1'-0" A R C H I T E C T S CUT HOUSEWR+ AT 4W ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OYER SHEATHING OVER UID STUD WALL STEP I INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP l0 TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBE 4 SLOPE SILL R INSTALL 6' SELF-ADI-E FLAS 4ING C VINYL HEAT FLASHNIG ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING: I BEYOND J+ FLASHING INSTALL VII ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) TYP INSTALL DUPONT — FLEXWRAP AS THE FLASHING AT THE SILL STEP 3 APPLY V cONTINUOUi OF 6EALAN JAMBS ANC APPLY TO WINDOW NAI FLANGE IN I PIS-PUNC4 HOLES OR f:)E ADHESIVE iXIBLE FLASHIN DER DRIP CAP ECTO-WRAP EAUI V) WINDOW FLASTT =ING INSTALLATION DETAILS FULL WIRAP O SCALE: NTT NOTE: F Li= 51�EAfiNINC-c 5'�5fiFM IS INSTALLED, PLEASE 5EE IN5fiALL,4ilON PROGEDURES Y 6NE SIG TINT I. N T S ITHE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSE:WRAP, SEALANTS • SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNINGS: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. N AND SEAL JAMB TO SILL JOINTS WITH II59 FOLLOWING COMPLETION OF RfOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING: NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITI4 SEALANT 6 Design roup��<. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h V W 0 F 0. ,z4 h A F A F ti evBa m a LOT: CREEKSIDE LOT #132 PBOd8iCT 04321.000 3LOD&Lt 4EBB "1828—CALI" GARAaM BWXIM: RIGHT PAGM WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA z. 4 DA T :I 0$/10/17 BCAL : 1/4"=1'-O" 1 z0: 1w v 2x& SUB -BAND W/1 "x4" NOTCH 's END, WRAPPED IN METAL FA PEEL 4 STICK DRIP EDGE I\\ I\ -1/8" TEXTURED I \ FINISH 6 WOOD i \\ 2X6 5U5 I 5/9' TEXTURED j \ FINISH a Ci"IU i METAL 1=ASGIA \ WRAP Ya" FROM STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CI" IU) \ \ NOTE: NOTCH FOR 2X6 \ � ROOF KICK OUT REMOVED SUB BAND ONLY \\ FOR CLARITY � N, ~��ROOF DECK (BEYOND) `\ DRIP EDGE, I" OFF WALL 7z= NOT INTO STUCCO) 3-GOAT PLASTER 2x& SUB -BAND W/I"x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINISH s WOOD METAL LATH WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ROOFINGS CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING 8'r5TEI-1 IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0" SCABBED TO TRUSS W/126 NAILS r"-811 O.C. MAX. 2x SUB -BAND W/ty`x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR Cl" IU) SUB BAND DETAIL C WALL SUB BAND DETAIL Cap WALL W./KICK—OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tyflx4" NOTCH m END, WRAPPED IN PEEL E STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l2"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY ARCHITECT S 1441 N. RONALU HLAUAN bLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 w U w 4 F a U y a F q MJO otJsnirr. wee ![©CDRBrEiLeEKSIDE LOT #132ro T P�JCT#0004321.0 4EBBI""1828—CAL: GARAGM awnM: RIGHT PAGO WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EV. C ARCHITECT: STATE OF FLORIDA AUG 18 2017 [ DATIR8/10/17 ] 19C 1 4"=1'-0" mil