Loading...
HomeMy WebLinkAboutBUILDING PLAN PAGE 1-14A R C H I T E C T S 2605 A Y_ I\ 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS •FLOFIDA BUILDING CODE, RESIDENTIAL, AHV. ABOVE LAY. LAVATORY CERTIFIED BUILDING CONTRACTOR: 5TH EDITION (2014) • ALL LOCAL AND STATE CODES A/C ADJ. ALT. AIR CONDITIONING ADJUSTABLEM.C. ALTERNATE LUM. M. LUMINOUS MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES 1430 CULVER DRIVE NE • OCCUPANCY — •CONSTRUCTION TYPE — RESIDENTIAL, GROUP R3 VB BD. CL CAB. BOARD GE CENTER LINE CABINET � MTL N.T.S. O� METAL NOT TO SCALE PALM BAY, FL 32907 TEL: (321) 733-7092 • MIN. INTERIOR FINISH — •BASIC WIND SPEED — CLASS B Vult=160 MPH Vasd=124 MPH CLG. CLR.. CPT. CEDING CLEAR L TE CARPET O.C. B. PH. ON CENTER PUSH BUTTON PHONE FAX: (321) 733-7972 • EXPOSURE — 91—STORY RESIDENCE — • 2—STORY RESIDENCE — C MAX. HEIGHT AS PER LOCAL C.T. D. D.G. CERAMIC THE DDOUBLEPR'WD' DUAL GLAZED PIT. . P.T. PLATE PLYWOOD PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DISP. DP. DR. DS. DISPOSAL DEEP DOE DOWNSPOUT R.A.G. REF. R R.O.O . RETURN AIR GRIM REFRIGERATOR ROOM ROUGE OPENING ROLAND A. ABOUCHACRA D.W. D.W. DETAIL DISHWASHER S.D. S.H. SMOKE DETECTOR SINGLE HUNG EA. EACH SHT. SHEET AR NO. 93723 ELEV.A. EQ. ELEVATION EQUAL SHTHG. SHWR. SHEATHING SHOWER SQ.FT. � CALL. S EXH. EXHAUST SIM. SIMILAR A.B. DESIGN GROUP, INC. MT. F.G./FX EXTERIOR FM GLASS SL. SI. GL. SLIDING SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (40 7) 7 74 — 607 8 Fax: (407) 774-4078 I5T FLR LIVING 2Np FLR LIVING TOTAL LIVING GARAGE F'ORCH LANAI TOTAL 1104 50. FT. 1501 50. FT, 2605 50. FT. 431 50. FT. 43 50. FT. 50 SQ. FT. 3165 5Q. FT. F.G. F2. FLUOR. FR. DR. FIG. GA. GAR. GAR. DLSP. G.F.I. GL GYP. BD. H.B. H.C. FUEL GAS FIFDOR FLUOIMENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND —FAULT CIRCUIT GLASS TER GYPSUM BOARD HOSE BIB HOLLOW COREsW/ STD. � SC TEMP. THE. T.O.C. T.O.P. T.O.S. TYP• U.N.O. V.P. W. STANDARD EAR SECTION ALL SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH PLAN REVIEW DATE CHECKED BY: HDR. HGT. OR HT HEADER HEIGHT lfa "My. WOOD WINDOW INSUL. INSULATION ■/H WATER HEATER INT. INTERIOR ILL ;y WROUGHT IRON REV. I DATE REVISIONS U]�Yy:�lylf[i7►I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ALL MANUFACTURES LABLES S fOV,1NO U FACTORS AND SHOO COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED TERMITE TREATMENT REQUIREL INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVEN PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN FIRST FLOOR PG 1B—LINTEL SCHEDULE FIRST FLOOR PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4C—FRONT & REAR ELEVATIONS PG 5C—LEFT & RIGHT ELEVATIONS PG 4C.1—WALL ASSEMBLY PG 5C.1—WALL ASSEMBLY PG 6—FLOOR FRAMING PLAN PG 7C—ROOF FRAMING PLAN PG 8— FIRS`1' FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10— FIRST FLOOR HVAC PLAN PG 11— SECOND FLOOR HVAC PLAN PG Dl—MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2—SHINGLE MONO. SECTIONS & DETAILS PG D3—SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES PG D4—MISC. DETAILS PG D5—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS : SUB BAND bCANNED By I St Lucie County /7W -d7rc) ST. LUCfE COLNTyIII -Q PrVC PP, IgInN REVIEWED FOR COMPL NCE REVIEWED DATE VIZZ PLANS A,� rERJTIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U W O E. w a F A E SLT9aIV. de LOT. CREEKSIDE LOT #121 PEiOJMCT# 04321.000 MODElu 4EHB "2605—HAYDEN" GARAGE BVING: RIGHT PA48: COVER PAGE 160 MPH EXP. C ARCHITECT: STATE OF FLOFA 08/22/17 1/4"=f-0 CI 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 11. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6 �* I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED 11, EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VOLT=160 MPH, VASD=124 MPH C 0.85 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 15. 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. I6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 18. 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 R311.3.1 111. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). I3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'! -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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. ISITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 12. 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. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4 ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/" 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO. RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4 ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8, OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTERAT 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 OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. MASONRY 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OFF m = 1500 PSI, 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO GELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN'14 INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION 2014 ( ) PLUMBING REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE,6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND EXTERIOR FINISHES HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER' 1. ALL WOODS AND WOOD CONSTRUCTION SHALLCOMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 6" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.1 la & ASTM-C1063-12a. 3. LATH &ACCESORIES PER ASTM-C-1 063-11 A & 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . I R C N I T E C T S 1 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w y 94 w 0 4 w 0 F q stmS v. do LOT: CREEKSIDE LOT #121 PRojmcT* 04321.000 3dopma 4EHB "2605-HAYDEN" GARACID B'WnM-. RIGHT PAS GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA T8 b8/22/11 1 /4"- l' - O' ARCHITECTS w i 39'-8" I_I/r 11 I0I_0II 24"X24"XI2" CONC. PAD N. CHAIRS MIN. 3" COVER I r J j m p CONC. SLAEI� -*3 1/2" I I �'-211 F— 10 EXT DM f I/2' — — — — — I OIL 0'-0" ELEV. FIN. GONG. SLAB �I_�II 3'=I111 � S �I_III 24"X24"XI2" CONC. PAp W/3-S BARS E.W. ON — CHAIR,S MIN. 3" ■ I COVER r � Z s� 20'-4" In I i L I I oPT. I ��• I I" PVC CHASE ■ FOR ELEC. TO ISLAND ■ I I 0-0" ELEV. F(N. GONG. SLAB 3 1/2' O� 24"X24'X12' CONC. — PAD w/3-#5 BARS E.W. ON CHAIRS MIN. 3' II'-4" COVER (2 TYPJ 4" GONG. EXTEND END OF PvC. III CHASE UP 12' ABOVE / COND. GONG. PAD /COND' 1 B DI IN IN TYP. / 411 GONG., REINF. w/ 6"x611 W1.4XW1.4 WUa"I ON 6-MIL POLY- // ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT 6HALLI ■ BE BORA-CARE �� /� I /■ DI / l TYP. / 13 // 2B ---� 6B DI Im � I ■ cn — — �kND AV. I N I SLAB I I/2( STUB UP TO 2ND FLR 9'-O' 2'-3 vz ° 9 31-311 BOLLARD AS REQ. PER BLZ)G. CODE 30"X30"XI2" CONC. PAD W/3-05 5AR5 E.W. ON CHAIRS XTEND MIN. 3" COVER _AB 1 1/2" 24'X24"XI2" GONG. — — — PAD W/3-"5 BARS E.W. ON CHAIRS- (3 MIN. 3" COVER CD -11/2' 2'-I0' `I -�II 21'-811 � CONC. � ■ ■ 201-411 39'-gll FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED ECsRESS DOOR SHALL MEET PROvISION OF SECTION R3113.1 Or THE FBCR 5TH EDITION (2014) 0 2' VTR I 2 �1-1/26AV 2' II<�2'-�1-1/2Av SHWR / 2' Co KITCHEN SINK. W/ AUTO VENT UP 2' YTR 211 L 311 2' 1/2" I TUB 2' VTR 2" to MAIN PLUMBING PISER NOTE: ALL PVC PLUMBED TRA105 ARE TO BE 'P' TYPE. "5" TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) #Sxl 1/4 A/C SHT MTL SCREWS UNIT SII" 1=50N wB ROLL Ir STRAP OR EQUAL SECURE STRAP t0 GONG. GONG. W/ (2)-3/16"XV SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 0 12" FROM STRUCTURE roul7inc. 1-f•Y11Y. 1\VIYl1LV 1\Lr"1 V1'91\ VLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U W 0 F 0. U w A F A x II simi.nv. de TAT: CREEKSIDE LOT #121 PROJMT# 04321.000 �doMma 4EHB "2605-HAYDEN" GARAGE 81►II1TC>T�: RIGHT PAC E: FOUNDATION PLAN 160 MPH EXP. C 101-011 I0' - 011 Iz 2'-4" I 14 V c� I i 6� I !V I I ;n m I m �t N I CV Zt 10'-0 IT-4' f .. 1'-0' DOWEL PLAN A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W v W 0 RF W U A F A NUMM. de iAT: CREEKSIDE LOT #121 PROJNCT# 04321.000 M0Du� 4EHB "2605-HAYDEN" GARAOIC 8WENO: RIGHT PACM- Do W]EL PLAN 160 MPH EXP. C I I ------------ I I I LANAI I I I I O I 6o6S SCUP. I (2) 3052-SI-I 3ERESS 052 S I DINING LIVING ROOM ROOM BEDROOM #2 6-all cLG. 8'-8' GLG. a' -all c!_Cs. LINTEL LE I II I I I II ° •I I OI I I II BATH *2 O II KITCHEN I I I I I I I I I 8'-8" CLG. F — 7 O - I ILEE — I�I II I GARAGE s'-e'Lc I FOYER V-8" CLG. 8'-8" CLG. II I� i (2) 3052-SH 3068 W/ ■ ■ 36 "xlo' L— 3 TRANS. L— 2 PORCH_,,,------ L-1 a' -all CLG. CL LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH L INTEL5 =ROM ANOTHER MANU=ACTURER AS LONC-s AS THE LINTELS ARE OF M—GUIVALi=NT OR CsREATER CAPACITY THAN THE VALUES 5TATEp 144 NCstl-4 tYPE GOMh1ENtS 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www. a b d es i gn gro u p. co m AA #: 0003325 F w w w 0. U W C F A SVHD T: CREEKSIDE LOT #121 PiiOJffiCT# 04321.000 �soa�rs 4EHB "26Q5-HAYDEN" Ci�AiiACiBi 1911MG: RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D � `. 08/22/17 5AFE LOAD TA L 5 FOR GRAVITI', UPLIFT E LATERAL LOADS S" PRECAST 4 PRE5TRE55ED U-LINTELS TYP 1-ENGTI� SUS OFS-05 SFI2-06 5=16- 20-0 24- 8- -015 SFS-IB SFI2-I5 V=16-I93 8F20-I5 W24-i5 OF28-I5 OF32-I5 2'-10" (34") PRECAST 2302 31&P6 4473 6039 7526 9004 1e472 11936 3I66 4413 6039 1526 9004 10472 11936 3'-6" (42") PRECA5t 2302 3138 3377 4689 6001 7315 9630 9941 3166 44-13 6039 1526 S004 10412 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 44-13 6039 1526 Se04 10412 11936 4'-6" (54") PRR�=CAST i�oSi ]lei IS13 2651 3403 4149 4896 5644 2170 4027 603E 7526 S004 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 231-1t22 3336 3846 1665 2889 5057 be96 6424 7450 5'-10"(rt0") PRECAST eU+-12 1000 1059 1414 1889 2-121 3131 145E 2464 4144 5455 5280 6122 6'-6" (16") PRECAST 937 1255 2101 3263 2146 3971 4585 1255 2101 3396 5260 1134 1 8995 6890 rt'-6° (90")PRECAST �6� 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECA5T 5i3 632 1e49 1469 1210 1482 1754 2027 7ro8 1212 1818 2544 3469 4030 312-1 10'-6"(126") PRECAST 45(o 452 602 1125 915 1122 1328 1535 658 1025 1514 2e81 2774 3W 2404 11'-4" C136") PRI=CAST 44rj 598 Wei1365 1854 2355 1793 2015 598 935 1365 1 1554 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2014 1510 1818 555 1 864 1254 1693 2211 2832 3550 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 145 Io76 1438 1855 2343 2920 14'-0"Giros") PRECAST 338 381 648 919 1190 1462 1081 1260 455 -100 1003 1335 1-114 2153 2666 14'-8" (1769 PRESTRESSED N.R. NR NR NR NR NR NR NR 4&P5 1 165 1310 2045 2610 3185 3765 (154") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 6% 1250 1855 2370 2890 3410 17'-4" (208")fi REStRS^.rEDR N.R.�R NR NR NR NR NR NR 310 530 95O 1400 1900 2200 2600 19'-4" (232"J PRESTRESSED N R' NR NR NR NR NR NR NR 240 400 '150 1090 1400 1720 2030 2l'-4" (256") PRESTRESSED �'R" NR NR NR NR NR NR NR 153 330 610 940 1340 1780 2110 22'-0"C264")PRESTRESSED NR NR NR NR NR NR NR NR 160 34 57O 87o 1250 1660 1970 24'-0'(288") PRESTRESSED N'R" NR NR NR NR NR NR NR 130 240 410 720 11e30 1350 1610 1" A-rEIRIAL6 1. F'c precast lintels = 3500 psi. 2. F'c prestressed lintels = 6000 pal. 3. F'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per A5TM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. -t. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8" PRECAST 4 PRESTRESSED U-LINTELS CC L.f=L IFT LATERAL T1'P L�1�lCsTl-I 8-1 12-IT 16-IT SF20-IT 24-1 SF28-IT OF32-IT SUS 8F=8 8-2 12-2T I6-2T 20-2 24-2 28-2 SF32-2T 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 isll 9055 2021 2021 2121 2784 3981 5190 640-1 7630 8857 3'-6" (42") PRECA51 2165 2285 3260 4231 52M &P204 1192 1257 1251 2165 1 2215 3165 4125 5051 6061 1 7036 4'-0" (45") PRECAST 1878 less 2832 368e 4532 5387 6245 938 938 1818 1925 2150 3583 4422 5264 &Pilo 4'46" (54") PRECAST 1660 1162 2501 3257 4010 4-161 5525 -12-T 12-t 1660 1705 2435 3111 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3e20 4549 5'-I0"( 10") PRECAST 1212M 135-1 1930 25e5 3084 3665 4241 418 418 1212 1315 1615 2441 3010 3583 4157 6'-6° (-iS") PRECAST 1141* 1200 1133 2250 2169 3290 3812 -107 881 1141 1182 1684 21S2 2103 3216 3132 (90") PRECAST 959* 912 1415 1914 2354 2197 3240 591 65-i 990 1029 1466 N901 2351 2797 3245 (112") PRECAST 8e1* 612 980 12ro9 1560 1852 2144 454 30 801 755 1192 155e isle 2271 2634 I0'-6"(126") PRECAST 716* 498 793 1e27 1261 1496 1731 396 493 71&P I1 1039 1389 1111 12034 2358 (136") PRECA5t &P66* 439 &Pero 899 1104 13e9 1515 363 556 666 535 905 1295 1595 1896 21S5 12'-0" (144") PRECAST 601* 400 631 81&P 1001 1186 1372 340 494 631 486 ale 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 34e 532 &Pero 841 997 1153 302 398 5-13 40S 652 1004 13ro7 1631 ISg7 14'-0"C168") PRECA5t 458* 31fo 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (116") PRESTRESSED 243 295 459 591 124 851 99O N.R 351 243 352 582 852 1156 1491 1742 C184") PRESTRESSED 228 218 430 553 611 801 925 N.R. 32� 228 329 542 1V 1012 1381 1676 17'-4" (208")PRESTRESSED 188 236 361 464 561 role 114 N•R• 255 185 276 449 649 874 1121 1389 IV-4" (23211) PRESTRESSED 165 201 313 401 490 578 661 N.R 204 165 239 383 55o "136 940 1160 21'-4" (256')PRE5TRE55ED 145 186 278 356 433 512 59e NR 1-12 142 212 336 411 635 Bel 993 22'-0„(264")PRESTIRS SSE D 140 180 268 343 418 493 568 NR I6I 137 205 322 451 601 771 941 24'-0"(288") PRESTRESSED 121 165 244 312 380 441 515 N R I35 124 186 290 408 536 rose 833 *REDUCE VALUE BY 25% FOR GRADE 40 FiELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 1 �•P� 6-(d 8 10-®B 81iF14-®B8RFI8-OB 8 22-0 BRF26- SRF30-05 L�N�zTi-i 8 681 SRF6-I5 8W10-15 81a''F14-I13 8R--18-0 &W22-I5 8W26-I5 8W36-I5 15111 3053 2982 3954 4929 5904 6880 4'-4" (5211) PRECAST 1489 1521 3412 4982 64-12 7941 9416 le878 4'-6" (54") PRECAST 1357 1449 2-152 2114 3600 448*1 5315 6264 1102 3412 1 4982 6412 7947 941ro 10878 832 1602 1550 2058 2566 30-15 3585 (68") PRECAST 785 I153 2162 4074 6412 65I6 5814 6639 77e 1500 1449 IS24 2400 2816 3352 5'-10" (10") PRECAST 135 1103 2051 3511 6472 6516 5450 6411 6'-8" (80")PRECA5T 822 9O7 1677 2933 2576 3223 3812 4522 9e7 1677 2933 4100 6130 Sill 6707 761 1377 2252 1958 2451 2944 3439 I'-C6" (90") PRECAST 164 1371 2329 3609 5492 fo624 5132 9'-8" (116") PRECA5t42e 151 834 1253 loll 1342 1614 1886 535 928 1497 2179 2618 3595 2615 8" PRECAST UJ/ 2" RECE55 DOOR U-LINTELS CI�1'i UFL FT LATERAL t1'PE LE e16-6-IT 8RF6-27 8RFIC-IT ORSO-2T 8R=14-IT 8R=14-2T 8W18-IT 8W18-27 8W22-IT 8RF22-2T OW26-IT 8RI=26-2 8R-30-IT 8114=30-2 8 S 4'-4" (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 g32 932 1244 1519 2339 3170 40OB 485e 5ro96 4'-6" (54") PRECAST 1192 1501 2311 3121 3937 4-156 5571 S53 853 1192 1455 2240 3036 353-1 4643 5453 (68") PRECAST 924* 1112 1755 2423 3055 3659 4325 501 501 S24 1132 1141 2351 2978 3603 4230 5'-i0` (70") PRECAST 896* 113F 1142 2352 2965 3581 4198 469 46g 896 lose 1690 2288 2891 3497 4106 6'-8" (8091=RECAST 778 882 1513 2042 2513 3101 3642 830 1100 1,18 95&P 1 1468 1987 1 25O`3 3035 3563 �'-6" (90")PRECA5t rose 697 1325 1510 2280 2-153 322-T 71e 941 roes 849 1302 1762 2225 269e 3157 9'-8" (Il6") PRECAST 533* 433 508 1123 1413 1104 1995 516 614 533 527 1009 1369 1728 2055 2450 TYPE D 51GNAT I ON F ap-1& NOMINAL WIDTH - NOMINAL HEIGHT-1 SENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Ilntels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 = FILLED WITH GROUT / U = UNFILLED QUANTITY OF S REBAR At BOTTOM OF LINTEL CAVITY =1 /7 LQUANTITY OF 05 REBAR AT TOP *REDUCE vALUE BY 15% FOR GRADE 40 FIELD REBAR "5 REBAR AT TOP MIN. (1) REQ'D d 1-1/2" CLEAR �U( lu d a! a Y lii z r d 1(i Q Z i C.M.U. GROUT S REBAR AT BOTTOM OF LINTEL CAVITY 7-5/S"ACTUAL � BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) 5AFE LCAD T45LE NOTE5 I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 2051. if bearing length is less than 6-1/2" Safe loads For all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One "ri rebar may be substituted For two 05 rebars in 8" lintels only. T. the designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away From the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. S. All safe loads in units of pounds per linear foot. A R C H I T E C T S 6 Desi,n Grou 12 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r w U w 4 0 F 4 A F A MOM Ae LOT• CREEKSIDE LOT #121 PR0jz=T# 04321.000 MOD= 4EHB "2605-HAYDEN" GARAGE 8`111111MGi RIGHT PAGW: SAFE LOAD TABLES 160 MPH EXP. C 4.�e C O�rj` j 1'-1ID11, LID'-fl" 27'-10" 611X6" P.t. POST (2 TYP.) LANAI s'-a' CLG.oil r I I o I COND. 2'-a" 6068 S.GD. — — — — — — — — ------- (2) 3052-514 3052-SH EGRESS DINING ROOM 8'-8" CLG. LIVING ROOM 8'-8" CLG. 0 BEDROOM #2 W-8" CLG. 27'-ID" 9'-a" �'-LID" 3'-8"ji-LID" 3'-4" 31_41I C3'-011 � I 9 A 9 1 1 V.Ic. ry, —— --- iff— z a I O I I I 19 KITCHEN 8'-&" CLG. - 2 -8 `a1 8„ A 4x4 POST r 0 , IR-151 I I C III C L.B.W. BATH C. V. -8" CLG. 11 11 11 5' 4" Wc. o ro UFl ID" _ -- C. ARCI 4 V. 42" H. HALF WALL W✓ CA STOR. O SLOPED CLG. STAIR DATA 50LLAR0 lro RISERS * 1.54' AS REQ. 15 TREADS s Io" PER 5LDG. +I' NOSING COPE H5 All - REF I -b36 1 81-81 C G. I 1 @ FOYER 8' -8' CLG. GARAGE , s'-s' CLG. II. I Ca 1, v. 3068 W/ 10" TRANS. IQ (2) 3052 -SH -o'' 2'-LID" l&'-✓" 2'-10 7'-4" t 5LK. COL. t 8" A.F.E. l2 tYPJ I PORCH I 81-511 CLG. Q --------------------Ilk -4 8l_011 ©-4 'r ID 034,817EMLIN&M NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEM5LY TO 5E THERMA-TRU F15ERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO 5E EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OF THE F5CR 5tH EDITION (2014) EXTERIOR MASONRY WALL 5RG. HEIGHTS LLLLLLLLLLj 1'-8" 5RG s'-87 LOAD 5RG. WALL U.N.O. ON PLANS COWONENT AND CLADDING WIND LOADS BASIC WIND EAWJF E FOR 3 SECOND OUSTS OPEOM AND TYPE SOUK E FOOTAGE ZONE 1eo WH WIND (WI) HMM MIN. WINDOW Io 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA illO.HD. 112 5 29/-35 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-O's PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE it Sill CAM'S IST FLR LIVING 1104 SQ. FT. 21 FLR LIVING 1501 SQ. FT. TOTAL LIVING 211 SQ. FT. GARAGE 43-t SQ. FT. PORCH 43 SQ. FT. LANAI 80 SQ. FT. TOTAL 3165 SQ. FT. A/C VOLUME 216912 1 4� ( AR DETAIL A SCALE: I/2"=1'-0" roo will m • c0-ARCH 0, a GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORYr 5U5JECT TO DAMAGE FROM WINTER DESIGN TEMP° I ICE BARRIER UNDERTLAYMENT REQUIll FLOOD HAZARDS'e AIR FREEZING INDEX ` MEAN ANUAL TEl SPEEclj (MPµ) TOPOGRAPHIC EFFECTSk WEATHERING' FROST LINE DEPTµb TERMITE NA 160 C NA NEGLIGASLE I NA VERY HEAVY 42 NA SEE SURVEY NA I NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FE:iG R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL- 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10B ARC II IT 141 T S 6 Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W 0 U A F a ti avH1)XV ae LOT: CREEKSIDE LOT #121 PROamil l 04321.000 DZILIC 4EHB "2605—HAYDEN" GA'RAl Ste: RIGHT PAll FIRST FLOOR PLAN 160 MPH EXP. C 14A>yDRAIL 6 36' III 2X4 RE-IN50F THE CLEAR 511 BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" 46 PER FBCR R3111,5.2 NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14"f 2" OR A NONCIRCULAR CRO55 SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 114' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". 1=DCxES SHALL HAVE A MINIMUM RADIUS OF 1/5" 2. THIS RAILINGS SYSTEM 15 DESIGN TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCT=S THE MAXIMUM STRESSES- PER SECTION *01.5.1 / F.B.C. 2014 B HANDRATL DETAIL SCALE: 3/4" = I' -0" A�[]j j tJ T SECURE TREADS TO STRINGER (2) LAYERS OF 3/4' PLYWOG JJ�� �g W/(wili8 3" SCREWS ®8A OR (2) LAYERS OF 3/4" SUB STRINGER, I.NTHREADEP SHANK FLOOR MATERIAL RIPS FOR TO EXTEND BEYOND THICKNESS SOLID NAILING OF SUB -FLOOR SHEATHING // j 42' H. I/2 3/4' KICK WALL W/ 1' MAX. PLATE GAP X NOSING 10" MIN. / r STOR.i i QU / -2x12 SYP STRINGER = z REINFORCED WnX4 SPF z q W/CONT. 5EAD OF SUB ADHESIVE -FLOOR w PL-400 OR SIMILARE • L m 0 0 EA HORIZONTAL RUN o s / 4 v 2 X 4 RE-INFORCING s EA. 2 X 12 STRINI SECURE W/12d 6"-W O.0 2X4 ATTACHED W/ IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32" O.G. MAX. 42' P. HALF WALL W/ OAP 3/4' T Ka SUB FLOOR GLUED r SCREWED PER FASTENER SCHEDULE 10'-0 3/4" 2ND PIN. FLR. 8'-8" 5RCz. HGT. FLR 7RUSSEB NOTE: STAIRS RISERS TO CONFORM TO FBCR 5Tµ STAIR DATA: EDITION (2014) MIN. TREAD-10' MAX. RISER-1 3/4' 3/16" 16R a -tB4" MAX. VARIATION IN R(SERSrrR5ADS I$ TREADS is ADJACENT TO EACH OTHER 3/8' MAX. loll+ I" NOSING VARIATION IN ANY RISER/ TiiEAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6" WIDE • NARROW END MIN. 11' WIDTH • 12' FROM NARROW END 34' MIN. HANDRAIL HGsT. NOTE: 'ENCLOSED ACCES815LE SPADE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARDS. FBCR 31122 A STAIR DETAIL 0'-0" FIN. FLR 11 N 12'-O" 4'-2" 3052-SH EGRESS 4X4 POST BDRM lBATH #3 V -0" GLG. LAv. I LAv, ti- 5'-8" .(21- 4'-4 4--N m 2'-4" It3'-011 BDRM. #3 6-00"CLG. oa le�'811 (2) 3052- 18'-E7" 21-411 v 4'-01m a' -loll -a" (2) 3052-SH 12'-10" LOFT 8'-0" CLG N 12'-0" m 4X4 POST BDRM.' #5 8'-0GLGaGLCa. -42' H. HALF WALL W/ GAP �4'-10-1�1 A IN W.I.0 8'-0" CLCm.r—, I`?' STAIR DATA 14 IC) 16 RISERS a 1B4" 15 TREADS a 10' -- 3-SH L� +I" NOSING -2„ oa q) 22X36 ti ' ATTIC 3'-10" e,'-G" ACCESS Q W.I.C.1 4 � \ LAUN. CLGs. I OPT. I I OPT. I i D. II W I 0. ATH N cLG. OWNER'S 1 SUITE Ix - GLG. IL I � - X �Lu � aIIN—� 4X6 4X6 POST POST W.I.C- '-0CLG. 2040-SH 30 E 2- RE S EMP. 11'-4" 4'-2" Ifd'-62" 1' -8' 39'T -8^ SECOND FLOOR PLAN/ NOTE: 2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE A R C H I T E C T S Design GrouOlnc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w G N tul F 0. U W Q F A munDiv. ee I+OT: CREEKSIDE LOT #121 PROJECT: 04321.000 bccaE� 4EHB "2605—HAYDEN" GARAwGZ BVING: RIGHT PACE: SECOND FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA SEP 0 DA _ OR/22/17 9C 4X: 1/4"=1'-0" AiAe CO y 1/8' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER 5ACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TTPE� FLASHING SET IN ROOFINGS CEMENT NEIERGI-AS5 51-HNGsLE5 OVER W— FELT PAPER 1 0.58. \ SHEATHING OR /2' CDX PLYWOOD SECURED PER NAILING SCHEDULE LSU-26 12 6 2x6 RAFTERS LUS26 W/ (4) 10d's TO LEDGER AND (2) 10d's TO 2X6 JOIST 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.C. MAX. SET IN SIMPSON 21- o II HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2"THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ I/4' x 4' LAG BOLT W/ 2' DIA WASHER 24' O.G. MAX S.G.D. SCALE: 1/2' = II-& SHINGLE ROOF FYPON 18"X48" DECORATIVE SHUTTER OR EQUIVALENT 18'-0 3/4" 2ND FLnR VR3. HCsT.� W W CRICKET N 12 m 10'-0 3/4' 2ND FIN. FLR., 6 8'-8" BRCS. (o" RAISED — BAND (TYP.) 4" RAISEZ) — BAND (TYP.) 0'-0" FIN. FLR — IV-0 3/4" 2ND FL R . BR�z. HCsT. T' 10-0 3/4' 2ND FIN, FLR, 81-8" BRCS. HGT.� — 0'-0" FIN. FLR. 1 w loll, ..II +/-2-t'-7 1/4" SRG. HGT. DECORATIVE FOAM DRAIN 1 milli _ G • . ICI I00111iiIII 101,0111 _00IIII►. TEXTURED FINISH NOTE:: WALL FENESTRATION FLASHING AS PER FBC R103.8.1 OIL RIDGE: VENT OFF RIDGE VENT REAR E L1E V T I O' N TEXTURED FINISH u �10'-0 3/4" 2FyBRND {IN. FLR. JV-S" IS. HGT. 6" RAISED BAND III IIII z11 l OPT. COACH LIGHT 0'-0' FIN. FLR " 2ND PLR. BRCS. HGT. �10'-0 3/4" 2ND FIN. FLR Y W-8" BRCS. HGT. 0'-0' FIN. FLR 4REA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585 /300 = 5.28 VENTILATION AREA X SQ. INCHES PER FT.(144) = 760.8 SQ. IN. MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTAL#OFVENTS REQUIRED = 3.30783 TOTAL#OF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) A R C H I T E C T S 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com IIIIIIh AA #: 0003325 F N W U W O F 4 U W Q F a ti s'CTHDIV. de LOT: CREEKSIDE LOT #121 P1t0jECT# 04321.000 MODEU 4EHB "2605—HAYDEN" GARAGZ a7WlNG: RIGHT PAGE: FRONT & REAR ELEVATIONS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA 08/22/17 BC :l/4"=1'-0" OWN MAELMWA A R C H I T E C T S Cll10= TEXTURED FINISH CLEFT ELEVATION TEXTURED FINISH .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W V O Q C F A C: svnDsv. eIe soT: CREEKSIDE LOT #121 PROJECT# 04321.000 MODEZA 4EHB "2605-HAYDEN" GARAGE ®7/ngG: RIGHT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 015/22 /17 S9CAAM 1/4"=1'-0oil O�py 14 TY r14B' TV A3 T NOt1=: UJAL1- PEN1=5tRATION FLASI ING AS PER 1=8G R103b.1 e NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W V W 0 F R. rl rV q F A C: SU'H]SIY. aC IAT: CREEKSIDE LOT #121 F]Ron=T# 1 04321.000 MOMMA 4EHB "2605-HAYDEN" GARAGE SwI qo.. RIGHT PAGE: WALL ASSEMBLY L160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA '08/22/17 SC�*XM 1/4"=1'-0" 4CoI RIGHT ELEVATION LEFT ELEVATION ION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i F W 0 U �1 O F 4 V h W C Fw» A stmDrv. as LOT: CREEKSIDE LOT #121 PROJECT# 04321.000 acoaEu 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY t60 MPH EXP. C ARCHITECT STATE OF FLORIDA 2 /17 SC*tX: 1/4"=1'-0" 1 5C01 IRCHITECTS FIRE DRAT=T STOP FLOORUB"---,,,_ PLP, TRUSS ELEV. VIEW 2X4 NAILER FOR DRAFT STOP 1 PRE-ENG.FLR. JOISTS 3/4' PLYWOOD DRAFT STOP 1 L PRE-ENG.1=LR JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2XI2 BM. TO— foX6 1005T MSTA-24 f'05T TO SLAB A5U66 (T'f=. 2) m m 45J 1 N 2XS LEDGER SI=CURED U/ T X 6' LAG BOLT W/ 2" DIA. UASI-IER a 24" O.C. MAX. FRAMING PLAN RANE1' OS/30/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i gn gro u p. co m AA #: 0003325 h r w w 0 U W q F q F. ti sunnr . at LOT: CREEKSIDE LOT #121 PROJWT# 04321.000 won=. 4EHB "2605-HAYDEN" GAPACE BWnqG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA SAP 01 Kul aA %: 08/22/17 BC IX: '/4"=1'-0" A R C H I T E C T 41 5JI 5.11 DIAGONAL5 POP, 50TTC1l C�IORD D1,4GCNAL5 FOR 50TTOM CHORD 5R4CING� � MAX. 20'-0" O.C. 5RACING 'a MAX. 20'-01' O,C. TRUSS TO 4X4 POST W/(2) I-4TS-20 POST TO SLA5 PTT-4 TRUSS TO 4X4 P'0ST- WK2) HTS-20 POST TO SLA5 HTT-4 III III III III u� uIV iiQ I� a Ile 119 ue u� u4 III p� III III s II II II II II II � 114 Q cv nA01 Q -Al ��llL—JI_ I II_ II II I, II — II II — II IIIG III II II II II II II I� II II II II T � III III II II II II II II II I[ II II III I — I RiD�E II _ If II _ II III r � II II II Ior I II II/ I �4o II If II T� III m TRUSS TO (2) 13/4" X -tY4" 1.91 LVL- I-4DR W/ (2) I-4TS-20, D5L. STUDS TO 5LK W/ (2) MSTA-24 tv EA. END u FI-A II „ u i TRUSS TO 4X6 POST W/ VGT E I-4D75 POST TO 6LA5 HTT-4 101 u u lu 22'X36" ATTIC rccESS V05 II III V03 w " m Vol L L 502 3- _ 5i ROOF FRAMING PLAN R.ANEY 09/30/15 5J I TRUSS TO 4X6 POST W/ VCaT ! ✓4C)15 POST TO SLAB HTT-4 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W v w 0 F 0. U W q F A 8VBDrv• YG iR/� CREEKSIDE LOT #121 PRDJZCT# 04321.000 Isoa=. 4EHB "2605-HAYDEN" GARAGE OWnNG: RIGHT P O O F FRAMING ]PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA SEP 0 1 K17 DATj� kQ8/22/17 SC*, Aft 1/4"=1'-0" 1 SPINET 7C