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Home My WebLink AboutBUILDING PLANA R C N IT E C T S • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES •OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I -STORY RESIDENCE •2—STORY RESIDENCE 99 �' '�� 8 0 0 1 r- 1 9 9 u A 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH -C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING: 1.528 50. FT. GARAGE 430 Sa r-T. ENTRY 16 SQ. FT. LANAI w SQ. FT. TOTAL 2362 SQ. FT, A/C VOLUME 16086.5 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AM CONDITIONING LUX. LUMINOUS AW. ADIUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP. AMPERAGE No. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLL. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL RAG. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RX. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTI DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIX. 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 FLR. FLOOR SECTION FLUOR. FLUORESCENT SIC 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 OTTIERWISE GYP, BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION JI ?I Z -6442- ST, LUC_ COUNTY BZ Q,PTNc ^IT'Tc v kv'vIvNN'ED FOR NCE REV'(ENV'E V' v DACE PERMIT NIL'ST NE KEPT ON J CR NO INSPECTION WILL BE I11ADE. . , SCANNEQ BY ST LUCIE COUNTY INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG GN-GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3C—ELEVATIONS PG 4C—FRAMING PLAN PG 4.2—CONNECTOR SCHEDULE ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FEIC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED PG 5—ELECTRICAL PLAN CONCEALED FASTENERS OR ATTACHMENTS PG 6-11VAC PLAN ARE THE RESPONSIBILITY OF THE PG Dl—FOUNDATION DETAILS/SECTIONS CONTRACTOR OF RECORD PG D2-1—STORY WALL SECTIONS & NOTES PG D3-2—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOSED WORK .iiE SU3JECT TO ANY CORRECTIONS PG WA3—WALL ASSEMBLY DETAILS REQUIRED BY FIELD INSPECTORS THAT PG WA4—WALL ASSEMBLY DETAILS MAY BE NECESSARY IN ORDER TO PG WA5—WALL ASSEMBLY DETAILS COMPLY WITH ALL APPLICABLE CODEL PG WA6—WALL ASSEMBLY DETAILS ,e t4l �b / 'y+a 5 h n ;r p $ r RIL�sv;'i.ktu 1 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W G O F Q. V h A F A FF CREEKSIDE LOT #134 PmoJmcT# 04321.000 MODIV .: 4EBB "1828—CALI" aAtswa� awa�a: RIGHT PAO= COVER PAGE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 11 DATO 10/06/17 9CAL 1/4' 1'-0" 81gzzT cI E 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. '*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) IL 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 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. �q 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 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FORALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. r 7. COMPACTION BY FLOODING OR Y PRO 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". 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/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA-THE ENGINEERED WOOD ASSOCIATION : I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1, 400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS 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 2x STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 /ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN 11INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). 7 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'W PVC (SCH 40), INSULATED WITH'/" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVIL TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 4. ALLVERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. EXTERIOR FINISHES 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/a" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C 1063-12a. 3. LATH & ACCESORIES 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-Cl 063 -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 A R C N I T E 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w y �w 0 a w A h >aV8a1Y. de LOT. CREEKSIDE LOT #134 PROJB`CT* 04321, 000 aLOD�Ze 4EBB "1828-CALI" 91 RIGHT PAQ3k GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA nA g�` 10/06/17 SCAt.M 1/4"=1'-O" G A R G H I T E 24"X24"XI2" CONC. PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3" COVER 3 J'-8" 11 II' -Oil 28'-8" EXTEND END OF III CHASE UP 12" ABOVE COND, CONIC, PAD ICOND \ 4" CONC. SLAB Q I GONG. SLAB ■ I 24'X24"XI2" GONG. �' 4 p r ifl I PAD W/3-✓ BARS E.W. ON CHAIRS // // TYP. p1 \ 1 e�'-2" I' - DI MIN. 3' COVER ■ 3 1/2 OIL ol FIN. CONIC. SLAB 4" CONIC., RE INF. W/ ii r r — WL4XWIA WWM ON 6-MIL POLY- / EXTEND 10 ETHYLENE VAPOR RETARDER PVC • 4 I SLAB 1 1/2 DI ON WELL -COMPACTED GLEAN CHASE: DI FILL TERMITE TREATMENT SHALL BE BORA-CARE�� -41_3„ / I N m � a' o.vw _ 36"x60" IOPt II L L'JI 6HWR. PAN L ---- I I REFI SINK m (3�I 1" PVC CHASE I (3 DEC. t01 r SLANPOR I r---1 q I - I (L rw / I. �9 11' 1" 1-211 I L I■ ENP SLAB HH- I, (WH, ■ ■ 2X WALL 12X6 WALL � 5 I/2 ,. 3'-ra" r l Igl lv/ LAV, BOLLARD AS RE:Q. pl PER BLDa. CODE E-- I w CL SLAB 1 IN/2D I -31/2" I cA � GONG. D1 I ■ ■ SLAB I ■ OIL rD'-O' ELEV. I I 8 FIN. CONC. SLAB 7 ■ F I DI DI D1 DIoil �1&" 21-811 1&, 14'-c" 41_4" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TF4 EDITION (2014). TO VTR KITCHEN SINK W/ r,'F 1/2" 2„ AUTO VENT I� 11A. I/2 ar4-1/2"1 1 1/2" TUB I� 2 A LAV CO 4 2" VTR' 1/2° ll / 1e/ 1 1/2'� i I / I WC 1 1/2" I 2" 1/2" LAv II >I I I I 3" 3" 1 1/2"� SHWR 2 WASHER 2' PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2)'I' l 1/4 A/C SHT MTL SCREWS UNIT Ir SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. GONG. W/ (2)-3/161IX2' TAP -CONS SLAB A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 6 12, FROM STRUCTURE 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lr N F U Eq W A ti a 19xmDIv ee LOT: CREEKSIDE LOT #134 PROJECT 04321.000 MOD= 4EBB "1828-CALI" GARAGE 93WMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT np 10/06/17 NCALM 1/4"=1'-0" 1 A R C H I T E C T S 2E,'-0° 14' -4' t a� -roll r �Cb n� cv v r cu esr m v v - -. v v Cf, m v « ■ 2'_41 10'-4" DOWEL PLAN 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W V W C F Q V A E A F; otmDzv. CREEKSIDE LOT #134 PR0a=T# 04321.000 a� OD&MA 4EBB "1828—CALI" GARwaIC 9R,[;IM: RIGHT PAOIM DOWEL PLAN t60 MPH EXP. C ARCHITECT. STATE OF FLOE UDA 7 DATIM 10/06/17 BCALM 1/4"=1'-0" 1 ARCH I T E C T S L— 3 L— 3 L— 4 (2) 3052-SI-I (2) 3052-SP EGRESS I LANAI LIVING ROOM 8'-8" GLCs. 8'-8" CLCs. I I OWNER'S I 6O6s srso. 8'-5 SUITE L— 6 DINING 8'-8" GLCx. I I I I I 00 0. 0� I BATH I W.I.C. 8'-8" CLc. 1 8'-8" CLG. O" I I I I I L--� KITCHEN r--� 8'-a" GLG. LAUN. I I I ------ CLG. PAN. s'-8' C: �r _O __ I I 0 0 I BDRM. #4/ DEN L-2 I II m L-2 0� II mu1 II BDRM. - 8�_8�� CLCs. I I I i� I C I -----, 00 I I O BATH #2 I I 8'-8" GLCm. GARAGE -Mon a BDRM.#2 �6+ L 7 ENTRY (2) 3052-SI 4 I ---- EGRESS LINTEL SCHEDULE NOTE: TPE LINTELS MAY 5E SU5STITUTEP WITP LINTELS FROM ANOTHER MANUFACTURER AS LONG AS TPE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN TPE VALUES STATED CAST•�RETE' LINTEL SCHEDULE LINTEL NO. LENCstI� TYPE COMMENTS L I 17'-4" SP28-15/It L 2 4'-6' 8FI6-05/It L 3 7'-6" SFI6-I�/It L 4 II'-4" SFI6-15/It L 6 9'-4' SPI6-It3/IT L 6 7'-6° 8F24-15/IT l_ 7 4'-6' 8RF6-05/It ARV. POOR ASSEMBLY 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 0 F a U A ti x Isysasv. ae LOT: CREEKSIDE LOT #134 PiiOJECT# 04321.000 acoa= 4EBB "1828-CALI" Qm L4'1uM RIGHT ]LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA any: 10/06/17 A R C H I T E C T S eAP LOAD TA L 5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS S" PRECAST 4 PRESTRESSED U-LINTELS LENCsTI-I TYP Sub SF8-05 8F12-05OF* -0 20- 24-0 28-0 BF32-0 8FB-IB 8FI2-I5 8FI6-113 OF20-I5 OP24-15 8F28-15 OP32-15 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 '1526 W04 10412 II936 3'-6" (42") PRECAST 2302 3138 3311 4689 6001 -1315 8630 9941 3166 4413 6039 1526 W04 10412 11936 4'-0" (48") PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 7526 W04 10412 IlWro 4'-6" C54") PRECAST 1651 1781 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 S004 10412 9668 5'-4" C64") PRECAST 1184 1223 1301 18e9 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(109 PRECAST c312 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5456 4431 52W 6122 6'-6" (i8") PRECAST `-J3-I 1255 2101 3263 2146 3356 3911 4595 1255 2101 3396 5260 1134 8995 689e �'-6" C90") PRECAST �6� 1029 1615 2385 1954 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 632 1049 1469 1210 1482 1154 2021 168 1212 I818 2544 3469 4030 3121 10'-6"C126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2051 2114 3130 2404 ll'-4" (136") PRECAST 445 598 935 1365 1854 2355 1193 2015 59B 935 1365 1854 2441 3155 4044 12'-0" C144") PRECAST 414 545 864 1254 1689 2014 1610 IBIS 555 864 1254 1 1693 2211 2832 3590 13'-4" (160") PRECAST 362 421 126 1028 1331 1635 1224 1418 486 148 1016 1438 1866 2343 2920 14'-0"(168") PRECAST 338 381 648 919 Ilse 1462 1081 1260 455 l00 1003 1335 1114 2153 2666 14'-8" C116") PRESTRESSED �.R. NR NR NR NR NR NR NR 4.65 165 1310 2045 2610 3156 3165 15'-4" (184") PREStRESSED �.R. NR NR NR NR NR NR NR 420 695 1250 1555 2310 2890 3410 il'-4" (208")PRESTRESSEDR N.R.�R NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTI;ir=SSED N.R. NR NR NR NR NR NR NR 240 400 150 IOW 1400 1120 2030 21'-4" C256 ") PREStR1=SAD N.R. NR NR NR NR NR NR 330 610 940 1340 1180 2110 22'-0"(264")PRESTRESSED NR. EN11 NR NR NR NR NR NR 300 510 810 1250 1660 1910 24'-O'(288") PRESTRESSED "R' NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 S" PRECAST 4 PRESTRESSED U-LINTELS IcAwro4 " UFL IFT LATERAL TYPE I ACT 8-I 8-2 8FI2-It 12-2t 16-IT 16-2t 8F20-IT 20-2 24-IT8F28-IT 24-2 -2 28 BF32-It SF32-2T SUS SF8 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5150 6401 1630 8851 3'-6" (42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5ID91 6e61 1036 4'-0' (45") PRECAST 18-18 1989 2832 3680 4532 5381 6245 938 935 1878 1925 2150 3683 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2501 3251 4010 4161 5526 72-1 -12-1 1660 1105 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393o 1484 2110 2-141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10"C 10") PRECAST 1212f 1351 1930 2505 3084 3665 4241 418 410 1212 1315 1815 2441 3010 3583 4151 6'-6" (78") PRECAST 1141, 1200 1133 2250 2169 32W 3612 �0� 88� 1141 1182 1684 2192 2103 3216 3132 C90")PRECAST 959s 912 1415 1914 2354 2191 3240 591 65rt 990 1029 1466 1901 2351 2191 3245 (112") PRECAST WI# 612 980 1 1269 1560 1852 2144 454 630 501 155 1192 1550 191ID 2211 2634 10'-6"(126") PRECAST 116r 498 193 1021 1261 1496 1131 39(0 493 116 roll 1039 1389 1111 2034 2358 11'-4" (13ro") PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 6010 400 631 Biro 1001 1186 1372 340 494 631 486 818 1209 1514 1199 2086 13' -4" ( I60") PRECAST 500E 340 532 686 841 991 1153 302 398 513 409 662 1004 1361 I631 18s1 14'-0"(I68") PRECAST 458• 316 493 635 1t8 s22 1065 286 360 548 318 629 922 1254 1561 1816 14'-8" 076") PRESTRESSED 243 295 459 591 124 651 99e N.R. 35l 243 352 582 852 1156 1491 1142 15'-4" C184') PRESTRESSED 226 218 430 553 611 801 525 N.R. 321 228 329 542 l91 1012 1381 1616 IT-4" (208")PRESTRESSED 185 188 236 216 361 44S 464 649 561 874 role 1121 114 1389 N.R. 255 19'-4" (232") PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 21'-4" (256")PRE5TRE55ED 145 186 218 356 433 612 590 N.R. 112 142 212 336 411 635 801 993 22'-0"(264")PRESTRESSED 14e 180 268 343 418 493 568 N.R. i61 131 205 322 451 601 1tl 941 24'-0"(288') PRESTRESSED 12l 165 244 380 44l 515 N.R. 135 124 186 29e 405 0 538 680 833 *REDUCE VALUE 5Y 257% FOR GRADE 40 FiELD REBAR 8" PRECAST J1 2" RECESS DOOR U-LINTELS 4^WrO441194" fRA V f 7� TYPE 8RF6-0 8WI0-05 SRF14-05 SWI8-05 8RF22-0 Mir-26-0 OW30-05 LENGTi-i 8 6 SRF6-I5 &MFI0-I5 DW14-I5 8 18-IB OR-22-I5 OW26-I5 8W30-15 1591 3053 2982 3954 4s2s 5904 68SO 4'-4" (5211) PRECAST 1489 1821 3412 4982 6412 1941 9416 10818 4'-6" (5411) PRECAST 1351 1449 2'182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 832 1602 1550 2058 2566 3015 3585 (689 PRECAST 155 1153 2162 4014 6472 6516 504 683E Tie 1500 1449 1924 2400 2816 3352 5'-10" (�0") PRECAST 135 1103 2051 3511 6412 6516 5450 6411 (0'-8" (8011)PREGA5T 822 901 1611 2933 2516 3223 3812 4522 901 1617 2933 4100 6130 Sill 6101 161 1311 2252 I958 2451 2944 3439 I'-ro" (909PRECAST 665 164 1311 2329 3609 5492 6624 5132 9'-8" lll6") PRECAST 31I 420 634 1253 1011 1342 1614 I886 535 s28 1491 I 2119 2618 3595 2815 8" PRECAST 111 2" RECESS DOOR U-LINTELS CA�CA'r� Uf=L IFT LATERAL TYPE LEN�STI-i 8�6-1t 8RF64t Sr�lO-rr 856-10-2t Sr�14-rr 81;0=14-2t Sr�18-lt 8F6-18-2t Sr�aa-It SF4=22-2t SRF26-lt 8RF26-2 eRi=3m-rr OW30-2 SRU 8RF6 4'-4" (521) PRECAST 1244 1513 2413 3260 4112 4961 5825 932 S32 1244 1519 2339 3110 4008 4850 5696 4'-ro" (54") PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-S" C68")PRECAST 924• 1112 I195 2423 3055 368s 4325 501 501 1524 1132 1141 2351 2918 3603 4230 5'-10" (-to,,) PRECAST 896* 1138 1742 2352 2965 3551 4198 469 46S B96 1099 1690 2256 2891 3491 4106 6'-8" (8011)PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 118 956 1466 IC387 25ID9 3035 3563 C90") PRECAST rose 691 1325 1810 2250 2153 3221 110 941 688 84S 1302 1162 2225 2690 3151 9'-8" (Ii6") PRECAST 533' 433 805 1123 1413 1104 1995 516 614 ] 1 533 521 1009 1369 1128 2055 2450 71'F'E DE51CzN3ATiON F c5fIro NOMINAL WIDTH-J NOMINAL HEIGHT = FILLED WITH CmROUT / U = UNFILLED QUANTITY OF "5 REi3AR At 50TTOM OF LINTEL CAVITY =1/1T LQUANTITY OF S RE5AR AT TOP ORI=DUCE VALUE 5Y 15% FOR GRADE 40 FIELD RE5AR a 4 $5 RE5AR At TOP P11N. (1) REQ'D ° 1-1/2" CLEAR a. Z •� a ° Q Z r a. Z a �1 " 8" NOMINAL W16T1-I Cr1.U. GROUT 5 RE5AR AT 50TTOM OF LiNTEL CAVITY 50TT01" 1 REINFORCiNG PROVIDED IN LINTEL (VARIES) 5AFE LOAD T45LE NOTE5 1`�,�T�i��Ls GENERAL NOTEE5 1 All values based on minimum 4" bearing. Exception: Safe loads for unfilled I. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 209. if bearing length is less than 2, f'c prestressed lintels = 6000 psi. Z. Sore s as rehfilled lintelufred. q Safe loads for all recessed lintels based on 8" nominal bearin g' 3. f' c grout = 3000 psi w/ maximum 3/S" aggregate. maxiMU) 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units per ASTM Cre 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 eectfon specified. a 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 A6 CsR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels Irt'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. "1/32" fo. One r rebar may be substituted for two 05 rebars fn 8" lintels only. 270 low relaxatfon. 1. 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 -T. 1/32 wire per A5TM A510. 6. Gast -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. 8. Mortar per ASTM C2rt0 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. S. All safe loads in units of pounds per linear foot. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U W 0 F A F z stromm. 1e LOT: CREEKSIDE LOT #134 PBOJMT# 04321.000 acoraEMIC 4EBB "1828—CALI" GARAOR OWING: RIGHT PAGW. SAFE LOAD 'FABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2 10 /06 /17 13CALA¢ 1/4"=1'-0" IRCWITECTS COYPOFEIf f AND CLADDM WIND LOADS BASIC 011) SPOYA FOR 3 SEWO OUSTS OPEMM SOUAFE ZOPE M MPH WRD M+rtJ FEMAfiCS NO TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-3-T CRITERIA W-10 O.H.D. 56 5 30/-36 160-10 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-36.8 -682 IF ROOF TILE N/A 3 -582S 9 APPL(GASLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, GAT.=II, EXP.=C, MEAN ROOF HT. = 15'—g" PRESSURES HAVE BEEN MODIFIED PER FBCR R612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Pn Fn (K)VANITY (D)VANITY SQ.FT. CAM'S LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY I6 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.5 y a 6 s GOND. (2) 3052-SH (2) 3052-SH EGRESS rr LANAI LIVING ROOM I 8 8'-8' CLG. 0'-ID" a"i,. o'- �" — 28" 6@68 sCsD. OWNER'S SUITE ---- 6-5' GLCa. IINN------- DROOM 8'-8" CLG. 2X8 T-5' 4'-8" 0'-2" - 4' 8" 8'-oll �A ? V. IR-ISH I7r�, �0. v BATH`,/511�T mI W.LC:8'-8' I -8' cL�. GLCa.O,CHEN s" CLCs. -------'-0" �'-�^ IK= OPT. I DW L---- SHW AN I REF I c0 b2 SINK — IR-ISH -_ 3-5 L — — _j sb36 r LSU8 I r o" � 1 I — --- IR-15H 2' 10 2'-1 to a,-10,,3�_�� I I PAN. PLAN. RANGE b36 CLG. � _; �I � � — 0 (L I ��8 b 3-SH -- O O v. ARCH 1 ry,� I BD DEN#4/ 8'-8" GLCs. ,4J G'I IV > U N 3' a'-�" ll�_3�� c � � � I � ?8 ry,47 0� mulI BDRM.#3 ci 2, IIQ \RA1 8'-8" CLG. GLG. `^ I �'�ii LIZ—\--� I rt cy � e WH. r— 7 x54° i I ATTIC I — ° L— AGGSSUoo II � 3'-4" �'-�" LAY. 3'-�" I �'-4" >IU I I= 5OLLARD AS REQ. =v r U�l aA g' cl G. ` II I I PER S ODDE ti� C GARAGE — — — 8' -8' GLCs. V. FOYER BDRM.#2 a'-allGLG. , 0 ry ARCH A — r1 36' XI@" TRANS. — 8'-O" A.F.F. (2) 3052-614 ti 31-10116�� 4'-ID" IC' -ID" 2 I6'-0" 2'-011 I4'-0" '-4" 21'-4" 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. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU F15ERrsLASS DOOR W/ TRANSOM (SINGLE A55EM5LY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). EXTERIOR MASONRY WALL 5RG. HEiGHTB A BAR DETAIL SCALE: 1/2" 4 -0" m AN 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N y w Cl Cl w 0 F U w q F a ti MO . Z Eo CREEKSIDE LOT #134 PRDJWT# 04321.000 moDmm 4EBB "1828-CALI" GARAGE l VING: RIGHT PAGE: FLOOR PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORDA DATjL- 10/06/17 8CA* b 1/4"=1'-0" 9I-EIIIIIIET A R C H I T E C T S 8' -8' 5Ws. 14Cxt. I� Fi 0'-0' FIN. FLF, 0'-0" FIN. FLR.� 0'-C" FIN. FLR REAR ELEVATION ATIOI TEXTURED FINISH II OFF RIDGE VENT v� iv N F. RIGHT OFF RIDGE VENT ELEVATION ROOF DECORATIVE FOAM DRAIN TILES I-0„ 16"X60" F1'1'01S DECORATIVE IaB SHUTTERS OR WA3 EQUIVALENT TAT 4" RAISED BAND (TYF'J 0-0" FIN. FLR.� I 12 6 €a €a , €Q. ��ll � moll +/-IS'-II" 15LDG. HGT. �Q. 4" FRIEZE BAND 7B WA TWA �S. W ! 4 WA .FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLA5HING AS F'ER F5CR R103.8.1 �4 S11E WAI — �b. L01 � 8'-8" BRCz. HCsT. 0'-0" FIN. FLR. GOAGI LIGHT 0'-0" FIN. FLR MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1176 IN UPPER PORTION OF ATTIC = 588 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL#OF VENTS REQUIRED = 5.11 TOTAL#OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOFSOFFITREQUIRI 84.00 TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5C R103.8.1 �eee IOFF RIDGE VENT OFF RIDGE VENT � � SCMMO. DETAIL �6 I-0" LEF,I TEXTURED FINISH ■ r ELEVATION L8'-8' 5RG. HGT. J 0'-0" FIN. FLR. � si�n U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w W F r4 W Q F kWozosllu SIDE #134 00 B "1828—CALI" GA1 AOR a.WOl. RIGHT ELEVATIONS 160 MPH EXP. C giiIi ARCHITECT STATE OF FLORIDA DwTj& 10/06/17 BCAZJL- 1/4"=1'-0" 1 p! C9PV I� II II Ilm BJ3 II II I I BJ3 I r� l3J5 DETAL-20 OR 14Cx (2) HETA-20 Al2 AI0 — — AS 0 �b A4 0 0- — — — �< 0)7 or 70 mw _T--_--F_ n r LU Ar -. — �— — A — — — — tu a • 4 /' Q zlit I — 1"M AIA m LLQe 22"X5GG4" Z ATTI. — — — — — — I A9 All = = = -Li-_ - — — =-,(— Z_ AI5 PV -- - - -- - CIGE — — 5lGr=— 3'-0" 3'-Oil 3'-31-011 3-011 3�-0" 3'-0" 3�-O" 3�-O" 3'-v O" Cso4l LE END IX4 DIACs, 1=IELD FRAMED DR CNG 5Tm. G401RD ARCH 0 W-O" SEE DTL '4' DRACIWx, ,q{� SHMT D2 IYP. FRAMING PLAN RANEY 6/5/14 A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.andesigngroup.com AA #: 0003325 ti w h U W O F a v W Q Ell A x eummv. do EAT: CREEKSIDE LOT #134 PnonmT# 04321.000 asvaMIXIC 4EBB "1828—CALI" GARAOR N i5iCi: RIGHT PAFRA11+11ING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORDA apt 10/06/17 8CA M 1/4"=1'-0" A R C H I T E C T S C-EDULE CONTROL DATE: 01-06-1-1 O AiCTOR SCHEDULE CONNECTOR SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-* 1450 HTA 16-15 1625 (8) Ted x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) led X 1 1/2' - NO I(pd OPTION) (2) META-16 1985 C2I HTA 16-18 2800 (10) led x 1 1/2" I -PLY, (USP: (10) led x 1 1/2') 2515 04) 16d 2-PLY (USP: NO I6d OPTION) HETA-16 1810 HTA 16 1810 (5) Ted x 1 1/2" I -PLY, (5) I66 2-PLY USP: (10) 106 x 1 1/2", NO I6d OPTION HETA-20 late HTA 20 I810 lS) led x 1 1/2" I -PLY, (8) I6d 2-PLY USP: (10) led x 1 1/2", NO I6d OPTION � C2) HETA-20 2035 C2) HTA-20 3230 (10) led x 1 1/2" I -PLY USP: (10) led x 1 1/2" 25M (12) I6d 2-PLY (USP: NO I6d OPTION) Z 0 LGT-2 2150 LUGT-2 1650 (1) - 1/4" x 2 1/4" TITEN, 2 CUSP: BLK (5) 1/4' WB, WOOD (16) loci V) DETAL-20 2480 DHTA-20 2430 (18) - 10d x 1 1/2, 1 PLY < MGT + 3966 MUGT 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Ted TO WOOD (USP: (28) Tod TO WOOD) µCST-2 + Ie98e HUGT-2 9180 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Ted TO WOOD (USP: WOOD (8) 10d) HOT-3 + 10530 HUGT-3 9060 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEp), (I6) Ted TO WOOD (USP: WOOD (5) led) LGT3-6082.5 3285 LUGT-3 3525 (12) 808 1/4"x3' TO GIRDER (4) 3/0" x W TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 15Io (10) led x 1-1/2' CUSP: (10) led x 1 1/2' VGT 4540 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS 1/4'X3" TO WOOD (2) VGT '1185 NO USP CONVERSION FOR 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 1195 (14) loci x 1 1/2' CUSP: (14) led x 1 1/2', (14) led) HTS-16 1150 HTW 16 1260 (16) led x 1 1/2' CUSP: (16) led x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) led x 11/2' CUSP: (24) led x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 (24) led x 1 1/2' (USP: (24) 10d x 1 1/2", (20) led) LSTA-12 ++ W!5 LSTA 12 930 (10) led USP: (10) led L5TA-I8 ++ 1236 LSTA 16 1235 (14) led USp: 04) led MSTA-18 ++ 1315 MSTA-18 1310 (14) 10d USP: (14) 106 N MSTA-24 ++ 1640 MSTA-24 1640 (18) led USP: (15) led 11 MSTA-30 ++ 2050 MSTA-30 2065 (22) led USP: (22) led < Of MSTA-36 ++ 2050 MSTA-36 2065 (26)led USP: (26)led F- MSTI-36 3800 KSTI 236 38W (36) led x 1 1/2' USP: (36) led x 1 1/2" N MSTI-48 5065 KTSI 248 5140 (48) Ted x 1 1/2" USP: (48) Ted x 1 1/2" 146 95o LFTA 6 1210 (a) ad t0 PLATES, (8) 8d TO STUDS (USP: (16) 8d x 11/2', (16) 86) SP4. 885 OPT 4 S46 (6) led x 1 1/2' TO STUDS USP: (6) led x 1 1/2" TO STUDS A34 395 MIP 34 380 1 (4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST. HCP2 645 HHCP 2 Soo (12) led x 1 1/2' USP: (10) 106 x 1 1/2" TO TRUSS, (10) led X 1 1/2" TO PLATE HIOA 1140 RI' 16A 1380 (18) 106 x 1 1/2" USP: (9) Ted x 11/2" TO TRUSS, (a) Ted X 1 1/2" TO PLATE VGT 4 HDU4 4S4e PHD 4A 5215 (16)-SpS 1/4'xV TO WOOD, (10)-SpS I/41x2 1/2' W/ THREApEp ROp, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN, 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 4 HD115 4S40 TDX 10 10140 (16)-SpS I/4"xV TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS AMU 44Z 2200 6665 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONG., (12) I6d TO WOOD USP: SAME AS SIMPSON V) ABU 66Z 2300 120M Fi=.4U 2380 16005 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5EDJ IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON LTTIS +++ 1340 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LTT2eB +++ 1500 1105 (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (lo)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 1/2" 2-1/2" = (� HTT4 4455 HTT45 4160 (1) 5/5' A.T.R. IN HIGµ STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (15) SD"10 X 1 1/2' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-1/2', (20) I66 x 2 1/2' Z Q HTT5 DOW HTT45 5005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) I6d X 2 1/2" (USP: (20) I6d X 2-12") USP HAS MORE NAIL OPTIONS: (28) led, (28) led x 1-1/2", (20) I6d x 2 1/2' HHDQII-SDS 2.5+ 11,510 UPHD Il 143S5 (1) 1' A.T.R. IN HIGH StFRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS Y4' x 216' WOOD SCREW$ (USP: (24) W53 WOOD SCIQ5WS) HD15 6645 Too 10 10140 (U 1/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) N MSHA 3.56/1125 3415 5330 NFr-135X12U 2580 7130 SIMPSON; (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN GM 1. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTµ EPDXY, (MIN. 6,15' EMBEDMENT) IN CM.U. FACE, (15)lod TO SEAM USP: (I) I/2" J-BOLT W/ MINIMUM (p: 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. (14) 106 AT JOIST Lil 03265 Z �( = HUSG412 (WOOD) 3635 2660 (PLR) µU6412IF HP410 IF PIP210-21F HD210-31P LGUI126-2 3060 2110 (FL17) (10) 166 t0 HEADER (10) I66 TO WOOD USP: SAME AS SIMPSON (ROOF) 3325 (ROOF) HUC410 (CMU) 18e0 4S20 1305 50" (15) 1/4' x 2-3/4" TITEN (e PER FLANGE)O TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) Ted TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD µUC210-2 (CMU) 180o 5085 1305 5000 (16) I/4' x 2-3/4" TITEN (S PER FLANCsE) TO CMU, (10) 106 TO WOOD: CUSP: (18) 1/4' x 3' W83 SCREWS, (10) led TO WOOD. USP (20) 3/16 TAPPER+, (10) led TO WOOD HUG210-3 (GMU) lase 5085 305 5000 (18) I/4' x 2-3/4" TITEN (S PER FLANGE) -to CMU, (to) led TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD LGUM26-2-SDS 1430 6686 2125 6o65 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SpS SCREWS t0 WOOD, USP (4) 3/8' X 4' WEDGE 50LT+i W63 WOODSCR.EWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP. THE VERTICAL CELL IN C.M.U. WALL MUST SE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 12" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N +++ MINIMUM EMBEDMENT INTO THE TOP OF A SONpSEAM WILL BE 511, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL SE 1" L.LI F- O A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WADE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USMG ZMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO T-0" 1'-0" TO 10"-0" 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0' V -0" AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO &_O" U.N.O. 4'-II 1/2" -I -II 12 AND UP NUMBER OP HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTI-4 STUDS 2 AT EACH END OF HEADER 1 3 1. HURRICANE STRAPS TO BE MANUFACTURED BY 511" 1PSON STRONG -TIE OR EQUAL, U.N.O. 2.TYP ICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-Iro * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE META -IS 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 HANGERS 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 3-126 HAND DRIVES -9 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. &.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W W v W 0 A F BVHDrv. de LOT: CREEKSIDE LOT #134 PROJMT# 04321.000 MODS 4EBB "1828-CALI" RIGHT PAQB:: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA DA � 10/06/17 IBCALM: 1 /4"=1' - 0" slaraT 4.1 ELECTRICAL LEGEND SYh150L DEFINITION NOTES 125V OUTLET 20 AMP SNGLE POLE ICY OUTLET ICY OUTLET IR OF OUTLET whim TO SWITCH QFI ICY OUTLET MTE%#PIERR((TTAAM" r;=AMrawr rrpr) I 220Y OUTLET' (4) WIRE C01,01ECTION W�° EXT. WATERF'R M GROUND FAULT C1ri OUTLET NTERRiPMR SWITCH SWITCH 3-WAY OPER $4 SWITCH 4-WAY OPER WALL M04NTEP LIGHT CEILING: LIGHT VP VAPOR F�aooF gj) (Q) RECESSED CAN WALL SCONCE �- PRE -WIRED G^� f ` , V VENT. PA4 I OF" PER am FT. VINT. FM WrLIG+r I CFM PER SG. FR. o1 rePx16 TOP Br WWLCWPJ ��2 FLUORESCENT 2-BULB (WRAP AROUND _ 2' FLwosee ENT —Q— 4'FLUORESCENT Q 4' TRACK uGHT ----"—e-� ®Il PANEL METER OS.D. Di4 erloKE DETECTOR B.D. WALL MOUNTED 910M 0011!CTOM BAtt. BACK-uP W/ HAR WRE PENDANT LIC64T NATURAL GAS OUTLET ► TELEPHONE JACK W14 WATER HEATER TO BE ELEYATED DISCONNECT A/ AIR CONDITIONI DISCONNISI T 7 TELEYISION JACK CEILING BOX pEWI TO W SUPPORTED N O J-DOX ACCZRPANCE W( BOX �Crl . C 1r1 I t CEILING FAN/LIGWT AS SUCH FOR FLOOD LIGHT OFT. SEC I RITr KEYPAD I--Q P.B. 10I1644-BUTTON FOR CHIMES �--�+ USB POW NOTE LOCATION OF Tv JACKS 4 PHONE OUTLETS FANS TO 5E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FECR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL P BATHROOM 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 EE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC GABLE PER ELECTRICAL PROvIS10NS OF FECR 5TH ED (2014). v ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE 195CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y LANAI CEILING MTD. LIGHT TO 5E l )31 INSTALLED, PROVIDE I G IJ-BOX FOR 1 I OPT. FAN \ 13 19 Tj \�_— DINING ROOM, 31 cal LIVING ROOM PRE -WIRED CLG FAN 31 1/ I I I 1 SWITCH IN OUTL t---- —CABINET FOR DW m Gpl GFI l OPTS le G 41 I6REF gODW , L -11 KITCHEN tai SINK r PAN. _ \ RANGE \ CsFI ' (173 GFI 26 L FOOD WIRE W/ OUTLET FOR U FUTURE MICRO �: I 26 BDRM. # 1 L3m 26 _ 26 1 CLG FAN \ \ 1 I � 3I 26 I j \70 I f C� I 2 n Hi I II_r BATH 2 � I I AL 17 I / S/CO / 31 27 / BDRM.#2 �/kO\.FOYER 21 211 PRE -WIRED CLG FAN 2i — / 13 0 CsF1 21 ® \/ �I II I PGz'�I FR GOND. 30 +_ OWNER'S 24 SUITE I— _3:�24 PRE -WIRED CLG FAN II /jS.0 I Fi � 17 LO 4iL� 0. BATH 22 09�1! 25a_ - i BDR DEN 4/ 2S I'1 `--PRE-TTWIIL�RED CLG FAN 29 R A I P.B. FORT `,1 yLV44' C:ARA AFF. DOOR \ I {f�'—�I \ BOLLARD \ AS REQ. \ WALL MOUNTED PER ELDG. \ LIGHT W/SWITCH IN CODE \ ATTIC \ I3 M � KEYLESS LU FIXTURE G W/3FI CLG. IRRIGATION OUTLET OUTLET a 45" A.F.F. —ENTRY RAGE 2aCY \ 1,1 I IPo Poll ---- \ - ._ ----- .— ----13 OPT. COACH LIGHT 2A METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#2/0 Cu THWN & 1-#6 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1-#6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #8 2 35 A/C C.U.-1 5664 1 2 Space N.0 3 4 Space #12 1 20 Exterior Receptacle GFI 1200 5 6 Space Space 7 8 Space PANEL - A PANEL: 40 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 160 Amp M.L.O FEEDER: 3-#2/0 Cu THWN & 1-#6 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1-#6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 60 AHU-1 (Heater 10 KVA at 65%) 4750 1 2 Space 3 4 Space #6 1 50 Range 4500 5 6 2250 Water Heater GFI 25 1 #10 #6 1 50 Range 4500 7 8 2250 Water Heater GFI 25 1 #10 #10 1 30 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 #12 #10 1 30 Dryer GFI 2500 11 12 1500 Laundry AFCI 20 1 #12 #12 1 1 20 Garage Lights and Recepticles/ GFI 900 13 14 1200 Dishwasher GFI 20 1 #12 #12 1 20 iDisposal GFI 500 15 16 1200 Refrigerator 20 1 #12 #12 1 20 Smoke Carbon Monox./AFCI 900 17 18 1500 Exhaust Hood Micro 20 1 #12 #12 1 20 Kitchen Recp/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Breakfast Room/AFCI 900 21 22 900 Toilet Room Recepricles / GFI 20 1 #12 #12 1 20 Dining Room /AFCI 900 23 24 900 Owners Suite Lights and Recept.PAFCI 15 1 #12 #12 1 20 Toilet Room Recepricles / GFI 900 25 26 900 BDRM#3 Lights and Recpt/AFCI 15 1 #14 #14 1 15 BDRM #2/Lofts Lights and Recpt/AFCI 900 27 28 2640 Irrigation Controls 15 1 #14 #14 1 15 General Lights and Recpt/AFCI 900 29 30 900 General Ligths and Recpt./AFCI 15 1 #14 #14 1 Space 31 32 Space Spare 33 34 Space Space 35 36 Space Space 37 38 Space Space 39 40 Space Load subject to demand factor calculations / line 27650 18240 Load subject to demand factor calculations ! line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45890 First 10000 watts at 100% 10000 Remaining watts at 40% 14356 Total A/C load 4750 Future Growth = 10% 2910.E LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 29106 Total Amps (wafts/ 240 volts 121.3 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 0 at 65W/Li ht at 100% 0 Total General Lights & Rec (Watts) 5016 Ckts# watts/ckt Total watts General Lts & Rec Panel A 1 121 4181 501E 1E50 ,4" f= ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY 3 01 COPPER (CU) E UE1 C T R IC C AL PLAN IE-1/2'''DIA SCHEDULE 80 TRICAL SERVICE. P OVIDONDUIT OR PRO IDE13 #1210 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 30210 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.) COM51NATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 *HA E NEMA 3R ENCLOSURE MLO PANEL 15OA/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING: TERMINAL AT LOW VOLTAGE CONNECTIONS CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w x h U w 0 F G W A F LOT: CREEKSIDE LOT #134 P1�J�CT# 04321.000 4EBB "1828—CALI" C AR14t�8 S911IIQQ: RIGHT PAC]& ELECTRICAL PLAN 160 MPH EXP. C JDA gi; 10/06/17 SCALffi: 1 /4"=1' - 0" 8113CLwr CALI EQUIPMENT SCI 4EDULE 3 TONS rl CG CARRIER CU 25 45C536A AHU 1=V4CN5006 HEAT SKw SEER 15.5 SEER TOTAL CAP 35400 ELECTRIC 206/230/1HP 5R<R CU 35 AHU 35 REF LINES 3/4' E 3/5" VAC LAYOUT LAN P KEN E" W W U W y. 0 F a w a h F; stiBnN de 1"T: CREEKSIDE LOT #134 PRodBi " 04321.000 NODZU 4EBB "1828—CALI" GARAGE F9Wn0Z: RIGHT PACE: HVAC PLAN 160 MPH EXP. C OCT fuh Ro A. ra AR NO 93723 j DATi: 10/06/17 19CALAM 1/4"=1'-0" MIZE MWE A R C W I T E C T S (I)5 REBAR VERTICALLY W/ CONC. FOL* �l 1 STUDS I!i' OL. MAtTLAS' SEE ENERGY CODE FORMS FOR ,(\,\•+��/� �/\'�lJ MMILATION Fit -VALUES SECURE BOTTOM Iva Y TEXT R FINISH SIMPSON &P4 i9 T1-VI 2 "1 0 76 DAYS a S, ChU 6EGVRE BT. TM T 8L SECURE BT. PL SL W/ ? 8E D . A W/ i' ANCHOR T T' INFOI�♦=D W/ r, 19' GYP. Ul. �. T WASHER T' I" N°BING Imo^ i 6 - WIAAUTA WWIM. MIN. 32' OG AX MASONRY NAI 3 ' O.C. IN ' OC MAX Ar �WOOp BASE 0'-0' rlKrLIR x4 RE .I ° a e a z p STOP - 4' GONG REINFORCED W/ 6'X6' - �` - - -' �. . q ° .a WL4W 4 WLF OR FIBERMESH ON v.. 4' OONC. REINFORCED WV i'Xi' MA�XW1.4 - 4' CONC. IER�CED W/ i'Xb' WIAXWL4 � . ° 4' GONG. REMFORCED UV i'Xi' WAXWIA `� t7 6-MIL. VAPOR RETARDER ON UAIF OR FIEIER'1EOW ON 6-MIL VAPOR WLLF OR FIBERMESH ON 6-MIL. VAPOR 1 WF OR FIBERMESH ON 6-MIL. VAPOR W � _ p p L _ WELL-OOI'IPACTED CLEAN FILL. z_ RETA®ER ON LLELL-Cd'1PAiGTED CLEAN - w RETARDER ON WELL-CA-IPAGTED CLEAN z RETARDER ON WELL -COMPACTED CLE "' •_ ® i' l w TERMITE I REATMENT TOMFILL TERMITE TREATMENT TO OF / �� w r• , - BORA- APPLIED T FRAMING. - a Yr ` '^ U q. I._ BOIQA-CARE APPLIED At tMQAMIiCx O FIBOLLI4A IG�'AAE APPLIED T7F•OR.NMING. -L� 4, BORA-CAI API�LIEv AT KRA�'IING. } ° �_ iu FILL tERMItE tIEA1NtENT t0 e' 4' 4 I'-4" .4 4" I'-e f m 4' I'A,4' I' B" �,_�„ !3) 5 REBAR Od CHAIRS @' MII'L OW GRADE � C2) 5 IEBAR ON CNAIR6 �,� (2) 5 R-cBAR ON CHAIRS r (2) 5 REBAR ON CHAIRS L•----- 0 IN FOREGROUND 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING J W BLOCK WALL ,2 AT L.B.W. UPLIFT) 2 AT L. B. W. DETAIL AT L.B. W(W/ NO-UPLIFT)L. L.B.W.B. W(W/ NO -UPLIFT) NOT USED 1 o SCALE. Rm.r m' SCALE: In"-1'-0' eca E. I2'=r-o' e .'-0 •' • 4' GONG. REM W/ 6'x6' WAXW440 WIM ON , . w 6-MIL POLY ETHYLENE VAPOR REt'ARDEIR 4" ON WELL-COHPACMD CLEAN FILL MWITIE 4' CONC, REIN°. W/ 6'x6' WWWL40 WWM 6ND6 K' OG MAX in O a„ TREATMENT SHALL BE BORA-CA1E ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' O.G. MAX RLL TERMITE ON LLE TREATMENT P 4LI_ M CLEAN HEAD OF GARAGE 8EG4RE P.T. IL PLATE TO SL.�Q9 W/ !U .6 REDAR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE 8EG4RE BOTTOM PLATE TO STUD W/ &ECWE BOTTOM RATE TO 6TLLD \ ' VARIES WITH SLOPE \ i MASONRY NAIL o 37' O AX�Y� THICKEN EDGE OORi4-" 6P?l!0N sP4 032' O.C. MAX 6IMP$CN 6P4 632' OG. MAX Y \�//{ 4 GARAGE STEP—UP HEIGHT OF GARAGE 6150141E BT. PLATE TO SLAB x6' HEIGHT GF GARAGE SECURE BT. PLATE TO S SCALE: iR'.i'-C VARIES WITH SLOPE ANCHOR BOLT W/ 2' VARIES WITH SLOPE 'ANCHOR BOLT UU 2' R T 8£GJIE B A1E 10d 5 NON— BEARING MIN. • 32' CC MAX MIN. • 32' oG MAX M IL • 3 AX w 'EPDXT' NOT RE QUI E 'EPDXY NOT I ION w BOLTS BOLTS w - q n a > w 7 q - a 4' . W/ 6'x6' WA>UTAO WWT - ON I Y ETHYLENE VAPOR R ON WELL -COMPACTED CLEAN 14- KILL TERMITE TREATMENT SHALL BE UV 6'Xi' WIAXUIL4 m < c a'• °:. a .. _ °.. - . *:.. BORA-CARE r t BFI ON 6-MIL VAPOR w 4' OONC. REINFORCED W/ 6'X6' WIAXWIA 4' CONC. REINFORCED W/ 6'X6' WIAXWIA 4' CONG REINFORCED W/ i'Xb' LLIAXWA a RET WELL-OOMPACTED CLEAN 4' GO{G ° 4 'xi' A0 WW4M ON WLF OR FIBERME6H ON 6-MIL. VAPOR UILF OR RMWESH ON i-MIL. VAPOR r IW.F OR FIBERME6FI ON 6-MIL VAPORS FILL. TE TREATMENT TO M q i-MI L HYL APOR RETARDER w IETAR7ER ON WELL-OCMM`ACTED CLEAN z RETARDER ON WELL -COMPACTED CLEAN ? W RETARDER ON WELL-0711PACTED CLEAN z 1P (2) 5 R15BAR ON G4AIR6T FRAN'1R4G. ° ? ° ", .. D EAN FILL TERMITE L FZLL��R ON{ �T TO BE (3) 5 MBAR ON ICHA �r -L. TERMITE T TO BE E u w (Z)'S REBAR ON CHAIRS 'a - ! - a" BORA-CARE APPLIED AT FRAM NG6 m I'-� q FILL TERMITE APPLIED A F MI > / tIE T BE BORA-GARE in p 4' C" 4" BO_ MR lIE APPLIED AT FRAMNG. O 4' a" 4' 4" r _ 11CARE APPLIED A7 FRAMING. m 4 C^ ,4" ( 5 IRE R 2 B a (2) 5 REBAR ON CHAIRS z W 4' 4' 3" MIN. w a m °OVERp GARAGE STEP—UP 1—STORY FOOTING GE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. ON— BEARING L.B.W. W UPLIFT 2—STORY L.B.W. W UPLIFT L.B. W. W/NO UPLIFT W/NO UPLIFT 4A AT FRONT PORCHES EXTENDED STEP 6 '' 6A SCALE: In".1'-ro' 66 scALE: 1n'=I'-®' &3UENDED FOOTING '6TEMWN_L TO BE MIN. 3 COURSES scA E: 1a 'r-m SCALE: I-0' GRADE RECESS FOR I'-0" GARAGE DOOR SECURE P.T. BT. PLATE 70 4 °a a m MMMI&XV ANCHOR BOLT W/ T' /�(1) 5 IEBAR VERTICALLY W/ CONC. (1) $0 REBAR VERTICALLY 4J 'x6' WIAXWL40 WSM ENIBEp. MM. � 92' .• POURED CELL W/ Comm POURED CELL / O ` -MIL ETHYLENE VAPOR &EC"LIIE P.T. MIT. PLATE TO SLAB UV •' CN7f4 f RE WELL -COMPACTED I&XV ANCHOR BOLT W/ 2' ;�,`T�y'♦I'y�Y'`} S' CNN w CLE F TERMITE TREATMENT SHALL ° 4' CONC, WINK W/ 6'x6' WL4XW L40 Will ON EMBED. MII'L 32' OC MAX /' 7 z ,,(\/\��/� L } _CARE Wq��y\� L w NOTE: 01-1 / 4' 8' B" 4" Oli�1 D6-MIL POLY ELL -COMPACTED GLEAN FILL POR CARDER ON J _w ° F NOTE: OPTIONAL USE OF N "'t' CGNCIET'EITM j/ IY '4 _ I • CONCRETE CURB a GARDE 1 WALLS T �BY Z 4�� , 5 REBAR ON CHAIRS TREATMENT SHALL BE BORA-CARE WJ/ 6'xb' WAXWAO W1lIM WALLS TO M DETERMINED BY BUIL SI ? i-M POLYETHYLENE VAPOR ATOP C CRETE PAD w a ° - BUILDER BY DIVISION. STUCCO (1) 5 WEAR ON CHAIRS wf77�7e4l ER 01 WELL -COMPACTED CLEAN 8 Q ° _ ° " . ul/ 'x6' WIAJW2A0 uuM PILL IFm T TREATMENT 61-ALL BE STOP w^ RB I ARIE9 ��• GARAGE DOOR FOOTING L HYLIE E VAPORCURB HEKsl4T vAREB N DELL-GOMPACtED GLEANTREATMENT SHALL BE w Ij w 4 - 1901gq GAS (3) 5 IEBAR ON CHAIRS 4 z 8' uARIES B" 4° F ° ro 4' OONC. RENPORCED W/ i'X6' WIAXWIA 3, 11 I' R=GESs FOR u1 O U)LF OR PIMI%MESH ON 6-MIL. VAPOR SOD. TRACK ea O 4' Car- REINFORCED W/ i'X6' W,00A - ° fi r, - RETARDER E TREATMENT TO M CLEAN <2) 5 RF_BAR ON CHAIRS 0 = r LLLIF OR Ft5ERME64 ON 6-MIL VAPOR �. FILL. TERMITE TREATMENT F MI 'n FINISH FLOOR (V 5 T. :. 'I. +� RETARDER ON HELL -COMPACTED CLEAN - a > _ - .. . a ` z_ O L 4 -�f FIILL. TERMITE TREATMENT APPLIED AT o mFRAMING. z p 4 BORA-GYM APPLIED A7 FRAMING• Q - ° a °, 4 _ GARAGE STEP—UP 4. e 8' q� (31061EMARONCHAIRS y��X l2) 5 IEBAR ON CHAIRS �i 2—STORY L.B.W. - „ -0' a &�ENDED FOOTING 18 < GARAGE STEP—UP ALE:1n'=r-0' p p ��x 1-STORY L.B.W. W/ UPLIFT 1-STORY FOOTING 2-STORY FOOTING E NDED FOOTING EXt?IDEDSLA$11m GURBHE 6 8 AT GARAGE /�A AT GARAGE 10 SLAB AT S.G.D. SHOWER RECESS ROOTER Fp 6 D ��' DR c�€Ta =P� SCALE: In'=I' SCALE: I'=I'_®' `� U SCALE: In'=I'-0'e xAL : (U 5 REBAR VERTICALLY W/ CONC. L POURED CELL CONG, WIMP. W/ 6'xi' WIAX AAO WWI'1 SEE ENERGY CODE FORMS FOR = ON 6-MIL POLY ET14YL9iE VAPOR INSULATION R-VALUES _ .a RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE TEXtiltEO FR418H BORA-CARE a' cm z (2) 5 IEBAR ON CHAIRS d I/2' GYP. WL BD. —GROUTED BOND IBEAM q WOOD BASE F'ER ELEY. � AB AT GARAGE VARIES 7 SERVICE DOOR TO HVERTICAL �EBAR Y SCALE: IR'=1'-O' FIN. FLR WEAR W/ HOOK L to VERrICIAL �R RIYONTAL a GROUTED 00ND CAM - WEAR W/ IV' HOOK VARI ES IES PER ELEv, VARIES PER ELEV. ? w TOP ° .IQ. a . REINFORCED W/ 6'Xb' 14 NOT USED�4LL1-"G ° °° L z ° A W WP OR FIBERMESNI ON ? ° ° a ` L IY .. <e 6-MIL. VAPOR RETARDER ON 1:a GROUTED BOND BEAM Z, ° : WELL -COMPACTED CLEAN FILL. NOT USE - oTERMP E TREATMENT ro BE POURED L ! -) ;' 17 c BORA-CARE TO "e; 6' CMU ED L LINE �n 0 FRAMING. U b' PVG CHASE THRl FOOTING (3) W15AR ON CHAIRS ( 2X WALL_ G`114 5 0 - A ='-J-WL.T6 MIN.{b'' M MBEDMENT(W4 2hO'XVS' / WDRYWALL (2) 5 REBAR ON CR4AIRS WASHER AND NUT SPACED EVENLY FROM BASE 2-STORY °° ° OCR TO BOND BEAM. SET IN JOIITS (3) 5 WEAR ON GHAIR6 2—STORY FOOTING SAPID A FILLING, ) " W BLOCK WALL a./INT. FRAME WALL TO n° 13 SCALE: I2"=r-0' 15 BLOCK WALL CONNECTION /USREBAR VERTICALLY W/CONC. - POUR CELL SCALE: I/J'.I'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES a a •' cm CLEANOUT REMIRED I. CLEANOUT REQUIRED .ice ____ —_ _ __ _ "l I qd °° FOR INSPECTION 4 Erna eJr,PcrTirrl , �� r�n I I'Da5° w 4' oowC REINP. W/ 6•xb' WAXWIAO Liz"- la a I (� NOT USED c z o Ch b-MIL POLY ETHYLENE VAPOR z I 4 RETARDER ON UELL-COMPACTED CLEAN d-0' fiN. FLR 0 -O' FIN. FLR L In PILL TERMITE TREATMENT 614AI_L BE MORA (115 REBAR GET IN SIMPSON PCI4 e I A . . 4 ° FbRIZCNTAL TO HORIZONTAL -TM VERTICAL °a ° z L STRENGTH EPDXY 6' EMBED. MM. ° !2) 5 ROR I -STORY Or-�� a ° IE6AIF W/ R' HOOKR e `a TIE VERi'IGAL REBAR t0 1 (3) 5 M15AR • 2-STORY S ,a, L I . ° ° ° IEBAR W/ 10' HOOK ° IDE REBAR TO BE m ° Y OUTS _ 6' PVC CHASE THRI FOOTING GONTIN61CUB 4' C NC, REINF. W/ 6'xb' WIAXWL40 mom, �.' _ !U IS VERY. DOIIEL LAPPED U4 BOND BEAM °. q_ ` WELON -C6-MILPOLY CLEAN FILL NE HORIZONTAL/VERTICAL VAPOR RETARDER ON !U 5 RE5AR AT CORd£RG }- I-STOR7 • • WELL -COMPACTED CLEAN FILL - - `� LLV.75' LAP MIN. O ,4" a 4" (2) 5 IEBAR ON CHAIRS tERMI'M TFIEATMENt &HALL IME 2-STORY DORA-CARE �'-,' MIN. LAR ,: e915 REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH E REINFORCING /�� BEARING CHANGE 1-STORY FOOTING OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP A € �, a B •'�'•I' AT LINTEL CORNERS D W BLOCK WALL ALL, EXTE;FZIOR FOOrrERS AT FIWISI-I SLAB'S `7C'O ]BE MIN. 1221 13ELOW TJl�; aISTUR1E3EID SOIL CONTROL DATE; 07/01/15 .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rA w h w U W O F En A F ti stmDiv all LOT: CREEKSIDE LOT #134 PnoamCT# 04321.000 MODETA 4EBB GARAGE G'ARAG'E B XKG: RIGHT PAG'1111: MONOILITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 12 Dp�; 10/06/17 8CATM 1/4"=i'-0" '2x4 BLOCKING, BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING, IS PRESENT 030 FELT PAPER INSTALLED PER FBCR R90521 ON I O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" CDX PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIR5T FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER OVER 030 FELT PAPER INSTALLED PER FBGR (AT SHEATHING SEAMS) FASTENER SCHEDULE G CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR RW521 ON 19 5 B 0.. Rees2.'1 ON �" O.SS. T 12d B 0EACH TRUSS II SHEATHING OR �' CDX �-+�. � TO t0 BE INSTALLED � MID. POINT PLYWOOD SECURED PER OF TRUSS SPAN, OR 10 -0 O.C. SHEATHING OR }" CDX . MTLDRIP EDGE FASTENER SCHEDULE t MAX. PLYWOOD SECURED STIFFBACK At ALL UPRIGHTS 2x4 OR 2x6 FASCIA PER PER FASTENER OVER 4'-10" HIGH (SEE SEALED ELEVATIONS SEE ENERGY CODE FORMS FOR SCHEDULE ENG. FOR SIZE AND CONDITION) INSULATION R-VALUES x Oil VENTED ALUM. SOFFIT IllDRIPEDGE TT f= PRE-ENG WD. TRUSS 24" O.G. STIFFBACK AT ALL S"TRENGTH CLG. BOARD GYPSUM BOARD OR }" HIGH SEE ENER+',Y COPE FORMS MAX. UPRIGHTS OVER 4'-10° S PRE-ENG TRVa98 INSULATION R-VALUE5 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS MTL. DRIP EDGE �. ° GYPSUM BOARD OR k HIGH CONT. 2x4 RAT RUN SECURED W/ STRENGTH CLG. BOARD FOR SIZE E CONDITION.) 2x4 NAILER VENTED ALUM. SOFFIT O.S.B. SHEATHING OR ' CDX l2) 12d'6 � EACH TRUSS � � 2x4 is 2411 O.G. is INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS CONC. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 05 REBAR CONTINUOUS INSULATION R-VALUES OR -1/16" ZIP SHEATHING SYSTEM VENTED ALUM. SOFFIT IDETAIL 6/1(INSTALLED PER MANUF. SPECS.) GONG. FILLED LINTEL BLK W/ (1) EMBED W� RAGS PLAN � � PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR I/2" 05 REBAR CONTINUOUS I � MA.50NRY w/ 1/2"X9" A.B. HIGH STRENGTH CLG. BOARD -1/5" THICK, 3 GOAT PORTLAND SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS, -i CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -SLOP EXPANDED GALV'p METAL LATH WINDOW ATTACHMENT AS PER S' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE INDOW ATTACHMENT AS PER THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK ANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED STUCCO SPECS FOR COMPLETE DIRECTLY t0 MASONRY GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER INFORMATION) PRECAST SILL BLK. W/ (1) 05 REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL CONTINUOUS OR fill ZIP SHEATHING SYSTEM (l) 05 REBAR VERTICALLY W/ (INSTALLED MANUFSPECS.) GONG. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED (1) "5 REBAR VERTICALLY W/ 5/8" THICK, 3 COAT lx2 P.T. FURRING STRIPS m 24" O.0(SEE DETAIL 5/1GONG. POURED CELL PORTLAND CEMENT Ix2 P.T. FURRING STRIPS 16" O.C. Ix2 P.T. FURRING STRIPS I6" O.G. SECURE GABLE t0 2x6 P.t PLASTER APPLIED 1/2" GYP. WL. BD. PLATE W/ 15' O.G. MAX 8" CMU 8' GMU DIRECTLY TO MASONRY WOOD BASE V2" L. B GYP. WD. 1/2' GYP. Li BD. SECURE 2x6 PT. PLATE TO BLK W/fl] WOOD BASE (I) "5 REBAR ?x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE VERTICALLY W/ GONG. SET IN SIMPSON HIGH STRENGTH 4 fzQ. POURED CELL EPDXY EMBED. MIN. 32" OC all Cl" IU F MAX. r / V THICK, 3 GOAT PORTLAND j CEMENT PLASTER APPLIED u Z C1 DIRECTLY TO MASONRY z 1—STORY 1—STORY GABLE BLOCK 1— STORY GABLE NOTE: BLOCK WALL WALL W/ VAULT CLG. PER 1=15I III- 1=OR ROOF SLOPES 2.12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=1'-O° SCALE: 3/4"=1'-0" (r5CALrm.3 LOCK WALL, SYSTEM IS REQUIRED.I=OR ROOF 5LOPE5 OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS /4"=V_O. PERMITTED BUT MUST BE PER ASTM D22ro TYPE II, ASTM D 486S TYPE Iv, OR ASTM D ro-i 2emauftX4s 2x4a CXI-410RD BRAGINBis- TAPOO TO BLOCK DRIV Ill OCCU SECURE TO BLOCK WVYa' 2X6 Lu/ SECURED t0—� SEE PLAN FOR rAPcori9 Grx DRIVE PN TAPC E ro CLOCK Wv IN TAPi OR DRIVE PN MASONRY w/ I/2"x5' AB. w/ (MIN. SHANK SIM .K8 TAPCGNB OR DRIVE PM (MIN SHANK SIZE .146 2" DIA. WASHERS, 7" MIN. MIN HEAD SIM 300 (MN. SHANK SIMAD LOCATION MINE omr-Nr I Av I HEAD SIM 300 MIN HEAD SIZE 300 B' r,,,MIJ EMBEDMENT WITHIN FS' OF WITHIN V OF EACH END 4 MIN. EMBEDMENT I Yi J MIN EMBEDMENT I YMI- NOTE: STRUCTURAL 11 MUST BE JS' DRYWALL �� PRE S (Till D WOOD e' CMU 1a, O.G. MAX SPACN06 NOTE' STRJCTURAL 2X MUST BE WITHIN B' O= EACH END 4 ��` STRCTURAL 2X MUST WITHIN 8' OF EACH END 4 ON OUTSIDE a SECURED I'X4' OR I'X2' P.T. NAILER EA. END, 32 O.G. MAX IN TRUSS CTYP) 24' p L ON OUTBIDS 4 SECURED THROUGH 19: O.C. MAX SPACING. ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL ' Ix4 P.T. OR `II MIN SECURE THRU FIELD. 1'X4' OR V)a' P-T. NAILER 2 '! NON-STRUCTURAL Vi' TAPCON 2X6! THROUGH NON-9T10JCTURAL �I.' 2X6! TAPCON MIN I-Y4` EMBEDFIETIt O.G. MAX 6ECURE TO BLOCK W/2-�)L' FRAI'IE 4 EXTEND I Yi INTO BLOCK W/ ❑ Ix4 P.T. OR 9YX4' MN. MN I-11 EMBEDMENT Nro TAPCON MIN 14' EMBEDMENT ScOIRE t0 BLOCK INTO BLOCK ❑ SIMPSON SECWCE THRJ MRAME 4 rAPCCNB OR DRIVE PIN BLOCK 9EOURS TO SOCK INTO BLOCK W/1-1/4' rAPCONB OR iG,' 7APGONB OR DRIVE PIN EMEND I -A' INTO BLOGG (MIN SHANK SITE .146 W/2-%` TAPCONS OR DRIVE PIN 71(MIN SHANK SIRE .148 HE7A-16 MIN. HEAD SITE 300 DRIVE PIN MIN. HEAD SIZE 300 Q (TYP) VERIFY 1W V TAPCONS OR DRIVE MIN EMBEDMENT I Ya') CM (MN. 644ANIK SITE .148 (MN. 9H D S BITE .148 ' CMU MIN EMBEDMENT I-Y4' ' DRY'll 8' CMU MIN HEAD SI 300 WITHIN 8' OF EACH ENO J MIN HEAD SIZE 300 DRYWALL MIN SMDMENT I Y4) ' DRYWALL WITHIN 8' OP EACH END 4 18' O.C. MAX(MINW/ TRUSS PLAN ION I'X4' OR 1'X2' P.T. NAILER MIN. SHANK SIZE .148 'X4' OR I'x2' P.T. NAILER MIN HEAP BIZS 300 2XB�MAX SPACING. ❑ MIN INS' OP AC I YM4 'X4' 01Q I'XJ' P.T.NAILER WITHIN B' a= EACH END 4 SPACING WITHIN 8 OF EACH END t ❑ 18' O.G MAX SPACING. ❑ MIN N V OF EAT 4 E 12 O:G. MAX SPACING. SECURE TO BLOCK WR-'Ji' 7(,' 09A. X 4' MIN. 2xB,m N.' Osas. X 4' MIN WITHN 8' Q= EACH END i TAPCCNB OR DRI2X8® DOOR CASING D OL. MAX SPACING (MN. SHANK 812E ivy"'F" 1DOOR CASING BECW1I TO BLOCK W/2-%' SECURE TO BLOCK W/I-I/4' Q TAPCONS OR DRIVE PM ooR GAGING DOOR JAMS MIN. HEAD SIZE 30TIN. SHA OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW DOOR JN'TB OR WINDOW !MIN SHANK 81YE .148 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPACTURcB DOOR JAMB OR WINDOW MIN EMBEDMENT ATTACH TO 2X PER (MM. SHANK 812E J48 DOOR JAMB OR WINDOW MIN. HEAD 617E 300 ATTACH TO 2X PER DETAILS. ATTACH ro 2X PER WITHIN 8' OP EACH ETVP , MAWtFAG71`11R`c8 DETAIL6. MIN HEAD SIZE 300 ATTACH TO 2X PER MAI'WFAC'NREB DETAILS. B' OL. MAX 8PAC1NCk MIN EMBEDMENT 1 )4') MANUPAClUW6 DETAILS. MIN. EMBEDMENT I y4') MANUPAGTUREB DETAILS. WITHIN 8. OF EACH END 4 WITHIN e' OP EACH END 4 NOTE: 6HIM AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMB NOTE: BRIM A8 NEEDED A PLUMB Awe o O NEEDED V PLtA'iD IS' O.C. MAX SPACING. Ni SHIM AS NEEDED A- PLUMB 18' Or- MAX SPACING. JAMB = NOT EXCEED Yi) JAMB (DO NOT EXCEED 49 JN1B (DO NOT EXCEED Y4') JAflll6 <DO NOT EaccEED Y4') JAMB (Do NOT EXCEED Y4') DOOR MUB TO BLOCK +3/4 OR +5/4 DOOR JI TO BLOCK +1-15/18" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BRICK +9-7/1a. DOOR JAMB TO BLACK +3/4 OR +5/4 ' WDO70W TO BW= +9J4 OR +S/4 tigg TO BLOCK +1-15/16' 1LINDOW 'L� BLACK +3" 11111 TO SACK +3-7/18- WLNDOW TO HLOCR +3/4 OR +5/4 A E: 3+B'-1,_0r OC jifi=l� E SCALE: �/B'=r- G : 3m'.r- J E: s/B'.r_0' 2X4w 2X4:m 2X4.n SEC TO BLOCK W/ %' 2X4a SECURE TO BLOCK W/ %' SECURE r0 BLOCK W/ al(i' TAPCONS OR DRIVE PIN SECURE TO BLOCK Wb4' rAPGON6 O2 DRIVE PIN TAPGONS OR DRIVE PIN (MIN SHANK SIZE .I0 TAPCON6 OR DRIVE PIN CONC. POURED (MIN SHANK 912E .146 (MIN SHAM SITE ,R49 MIN HEAD SIZE 300 (MIN 81-LANK 81 .14b MIN HEAD 817.E 300 MIN HEAD SIZE 300 MIN EMBEDMENT 149 WITHIN MIN HEAD SIZE 3" LINTEL COURSE MIN EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 IV O.C. MIK EMBEDMENT 1 Y49 8' OF EACH END 4 18' Ot:. MIN EM$ECMETtlT I Yi) WITHIN MAX BPAw;�. NOTE: STRUCTURAL 2X MUST WITHIN e' OF EACH END 4 NOTE: STRIGTIll 2X MUST MAX >4PACNG. 8' OF EACH END a 18' OG. NOTE: STRUCTURAL 2X MUST 2 ! at ON OUTSIDE 4 SSCIJRSD IS' O.G. MAX SPACING. BE ON OUTSIDE 4 SECURED MAX SPACING. ME ON OUTSIDE 4 BEGUIQED BEGURE t0 BLOCK THROUGH NON-B7pUGTURAL 2X6! TPIRCUCsH NON-STRUCTURAL BECWI� TO BLOCK WA- ,' BEOJRE t0 BLOCK Will THROUGH NON-6TRUCTUIL W/2-1)16' TAPGONB OR N 1APCON MIK 144' SECURE TO BLOCK W/I-V4' %` TAPCON MIN I -A' TAPCONS OR DRIVE PIN TAPCONS OR EVE PIN '14' TAPCON ttK 1-Yi EMBEDMENT Nt0 BLOCK EMBEDMENT INTO BLOCK "8 i'iNGOP•a aoTroi-I ECCfESNAILS a' oc. EMBEDMENT INTO BLOCK DRIVE 4 TIN. SHA K DRIP£ PIN CMH'L SPANK SIZE .14b (MN. SNArtlK SIZE .146 IMIN BHATtlK SIZE .148 (MN. SHANK BITS .148 IX4 SYP LATERAL MIN. HEAD SIZE 300 Milk HEAD SIZE 3m MIN HEAD 817P 300 8' CMU MIN HEAD 812E 300 RE-INFORGING, 36' O.G. M. EMBEDMENT 1 Al) MN EMBEDMENT i Ya') WITHIN 8' CMU MN. EMBEDMENT I Y4) H' DRYWALL MIN EMBEDMENT I Y4') 8' Gf 1U WITHIN 8' OP EACH END 4 B' CMU 8' OF EACH END a 18' OZ, a, DRYWALL WITHIN 8' OF EACH END ❑ II OR I'X2' P.T. NAILER WITHIN V GF EACH END 4 y[' DRYWALL MAX ® TRUSS BTM. I8' O,C. MAX BPACNG. n: pwrW4LL MAx BPACNG. ❑ 1 IB' OG. MAX SPACING. 18 MAX BPACNS. ❑ 1'X4' OR I'X2' P.T. NAILER CHORD, SECURE W/(3) loci 2x8:m ❑ I'X4' OR 1'X2' P.7. NAILER 2X8i1! 1'X4. OR DO' P.T. NAILER 2x8:m 21ND 2X SECURE TO R CASING 8ECWIIE TO BLOCK 6T- 1 1121 R SECi TO BLOCK UU/I-1/4' ' P.T. X 4' MIN NAILS 8 EA. TRUSS SECURE TO BLOCK W/2-W CASING, SECURE TO CLOCK W/J-aiL R1JCOINW/J-i�i' TAPCONS OR WK2r2d WITHIN V OF EACH TAPCON.S OR DRIVE PIN OOR CASING CHORD T IN. SPAONS OR DRIVE PIN (MTAPCOI6 oR �� DRIVE PM END 4 b' 70 9' O.C. MAX (MIN SHANNK BITE .149 GABLE END BRACING (MIN 8F•4APNMK CITE .148 (MIN. SHANK SIZE .148 (MN 6HANNIK 812E .140 OOR CASING MIN HEAD SITE 900 . MIN. HEAD SITE 300 DOOR JAMB X I WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN HEAD SITE 300 DOOR JAMB OR WINDOW MML EMBEDMENT I Y4') DOOR JAMB X WINDOW 0 MIN EMBEDMENT I N) WITHI ATTACH t0 2X PER MIN EMBEDIMEN7 I Y<') UAtHhI Ti 2X PER MIN EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8, OP EACH ENP 4 ATTACH TO 2X PER -1 V GF EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OP EACH END 4 IB' Ol:. MANIUFACTURES DETAILS. WITHIN V OP EACH END 4 MANUFACTURES DETAILS. IV O.G. MAX SPACNG. ANUPACTURES DETAILS. .� SCALE. 1/2 " = I' - 0" MAX SPACING. : S-HM AS NEEDED TO PLUMB MAX SPACINGNOTE: SHIM AS NEEDED TO PLUMB 18' O.G MAX SPACING. V JAMB !DO NOT EXCEED Y4') NOTE' SHIM A6 NEEDED TO I'LUT7B NOTE, A8 NEEDED PLUMB '16 Z JW(DO NOT EXCEED Yi) JAM(DO NOT (DNOT EXCEED Y4'1 JAMB [DODO NOT EXCEED V) DOOR JMIB TO BLACK +1-Y DOO JAJLH TO HLJ)CR +2 �� DOOR JAM TO BUCK +3, DOOR JAMB TO BLOCK +9 9/4" in'� WDiDOW 19 BLOCK +1-1V" %>1 W TO BLACK +2 1X " in,1 WINDOW 8WC% +3" %ur1 WDIDOW TO BLACK +3 3/4" e '-' 9CALE:3/8'-1'-0' "'' SCALE'.: 3/8'=I'-0' ` SCALE: 9/8'=I'-0' l`..�J SCALE: 3/8'=1'-0' j FASTENER SCHEIDULE z� NAIL TOP CORD BLOCKING AT 4'ow " USE I/Ib" OSB. OR I/2' CDX PLY WITH "8 RING SPANK. GUN NAILS ATSPACES AND #0 RING SPANK LAIN SIZE HEAD LENGTH DIA. ENSILE Sill O.G. MAX. IN FIRST 7 FRAMING ® : TYP. EXT. SHEATHING ATTACHMENT q i ER 8 Ems. SPEAR t UPLIi=T COBS. TO BE STFJ.IC7'URAL N o z _ m OR T .113 1700" NAILS AT 6 O.C.00. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 1x�rN NAILSAT ' T IN ERMEL�MF PP RTS. ME _ LaP RAF ER OR GRADE) CONNECTORS FROM STUD r0 PLATE ARE ROOF SHEATHING NOT fWSGAARED EXCEPT • OPENINGS \ . o `fl w u q 118 2 DECK SCREWS • 11 C O.G. MAX o EDGES 4 12' OZ. `�-- ,,,, �„ �,.� t�c� ,., �.�� .,t,-, z R�.JUhT4D,MODiPIED 2 1/8 128 1T0000 EXTERIOR SHEATHING, USE 1/2' CDX OR 1/16' OSB PLY UdITH 08 RN& SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND °8 RING SHANK GUN NAILS 4' D.G. TOP t BOTTOM PANEL AND •8 RING SPANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR -I/I6' ZIP SHEATHING 5YSTEM (INSTALLED PER MANUF. SPECS). SEE DETAIL. NOTE: -RING SHANK GUN NAILS SHALL BE PEWIT7ED AS AN ACCEPTABLEPRO FASTENER M ANY MANUFACTURER -ROOF DESIGN PRNE 3 BASED ON WORST CASE SCENARIO FOR ZONE 3 NOTE; NAILS TO MFG. BY MEI'�ER � INT. STAPLE, NAIL t TOOL A�OGIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF OZ12 OVER SHANK DIAMETER 3.16 TO 20 RINCsS PER INCH 4. 02W INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ? z p °1 ROOF 5lIlll4EATlIlll41NG LAYOUT AND AND ENDUJALL BRAG INCx f=I GA5LE END FRAMING ° u u w o � - SHANK 70 EkrtND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING 3/4" T4G SUB4FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS y ° -40 a � Q y s 6' OC. IN FIELD TYP. EXT. 54EATAING ATTACHMENT FOR ROOF SHEATHING (O.S.B.TO BE STRUCTURAL GRADE) BUILDING LENGTH -1 EMIR A R C H I T E C T S Npsi i1 VM D � 12 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W w U w 0 0. A A e%18DI. ae LOT: CREEKSIDE LOT #134 P1 OJMT# 04321.000 MODEMA 4EBB "1828-CALI" G'ARAOM OMMI RIGHT PAGO SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 10 /06 /17 OCALM 1/4"=1'-0" 1 FIBERGLASS SHINGLES OVER 0330 FELT PAPER INSTALLED PER F5CR 2x4 BLOCKING BETWEEN R90521 ON r" O.S.B. TRU5SE5 AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE SAVE SHEATHING OR �" GDX BAYS 4'-0" O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED 1=IBERGLASS SHINGLES OVER SHEATHING SEAMS) PER FASTENER � APPROVED EQUIVALENT) ON 01= INSULATION FOR SCHEDULE EMBED. STRAP 30 FELT PAPER INSTALLED O.S.B. SHEATHING OR 2 CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBGR R9052.� ON �" PLYWOOD SECURED PER PER FBEG R402.23 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR J" GDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU55 loll oll MTL. DRIP EDGE SEE ENERCSY GORE FORMS MTL. DRIP EDGE T F- MTL. DRIP EDGE SEE ENERGY GODS FORMS FOR INSULATION R-VALUES ®.H. PRE-ENG WD. TRUSS WooD SHEATHING 2X4 OR 2X6 FASCIA 2x4 OR zx6 FASCIA 24 O.C. MAx. 2x4 OR 2x6 SUB -BAND FOR INSULATION R-VALUES- A 1/2 5/8 GYPSUM BO RD OR PER ELEVATIONS 5" I.. PER ELEVATIONS HIGH STRENGTH CLG- BOARD PER ELEVATIONS g GYPSUM BOARD OR WR5 LAYER "I, CONT. 2x4 RAT RUN SECURED STUCCO WRAP DOUBLE TOP PLATE W/ (2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT HIGH STRENGTH CLG. VENTED ALUM. 5OI:It WR5 LAYER 02, FORTIFI5ER VENTED ALUM. SOFFIT �" SEE ENERGY CODE FOR"IS FOR BOARD r •' BUILDINGS PAPER fi �. WINDOW HEADER SIZE VARIES 1/2" GDX OR 1/16" 055 x INSULATION R-VALUES # METAL LATH o.N PER WINDOW OPENING SEE 1,000 UPLIFT SECURE to WALL PER SIMPSON FASTEN to WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8 GYPSUM BOARD OR CONNECTOR SP2 a EA. MEMBER ® 7" O.G. MAX 1/2" CPX OR 1/16" 05B DETAILS ON SHEET D2 1/2" HIGH STRENGTH CLG. Val TEXTURED SECURE to WALL PER 2x8 SYP 02 2X8 STUD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" ZIP BOARD DBL TOP FINISH • WOOD ON SHEET p2 MANUFACTURES SPECIFICATIONS SHEATHINGS SYSTEM DOUBLE TOP PLATE x "M" TYPE CONTROL JOINT (INSTALLED PER WINDOW HEADER SIZE VARIES PLATE i �� FRAME to BLocK OR /I6 ZIP WINDOW SILL PER WINDOW OPENING SEE < cONNECTIGrI SrE DE SHEATHING SYSTEM TAIL MANUF. SPECS.) ZIP SHEATHING SYSTEM (INSTALLED 2x6 STUDS 0 16 O.G. MAX W/ HEADER SPAN CHART FOR 15/pl (INSTALLED PER INSUL., SEE ENERGY CODE DETAILS PER MANUF. SPECS.) OR DRY WALL 6' METAL LATH STRIP MANUF. SPECS.) FOR`�S FOR INSULATION �' WIDE STRIP SELF R-VALUES WINDOW ATTACHMENT AS PER DIA ANCHOR BOLLADHESIVE FLASHINCS, GLEAN 1/5" THICK, 3 COAT 1/8" THICK, 3 COAT AT Iro O.C. MAX WITH -t MASONRY BEFORE APPLYING MANUFACTURES SPEGIFIGATIONS WALL EMBEDMENT AND 2" TEXTURED CEMENT PLASTER J' t t G SUBFLOOR GLUED AND CEMENT PLASTER WINDOW SILL APPLIED t0 METAL SCREWED AS PER FASTENER LATH OVER 2 LAYER SCHEDULE ON 5 T D2 APPLIED t0 METAL 2x6 STU 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH ®MASONRY OF GRADE "D„ LATH OVER 2 LAYERS IN, E RsY CODE BUILDINGS PAPER OR /r OF GRADE 'D" OR 5ULATION 2x8 5YP *2 8' CMU ON Pl BUILDINGS PAPER OR R VALUNV WOOD STUDS PAPER BACKED LATH PAPER BACKED LATH E IEFLOOR GLUED AND AT 12" O.G. MAX U VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED HOUSE WRAP HOUSE WRAP WED AS PER FASTENER HEDULE ON SHEET D2 2x8 F.T. 5YP *2 BETWEEN DISSIMILAR j\ 0 SOLE PLATE (1) COURSE TIE -BEAM 4 ATERIALS DETAIL 5 PRE-ENG FLOOR TRUSS z •'.< POURED SOLID WITH CONCRETE. (1) *5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) w 4 REBAR HORIZONTALLY GONG. FILLED LINTEL I" GYPSUM BOARD OR i' HIGH �'Z6d O 3/4" T E G 5U5FLOOR GLUED pETAI 5 rL WEEP SCREE BLK W/ (u *5 stRENtH CLG. BOARD PRECAST LINTEL AND SCREWED AS PER CON N S IV ASTM 926-G 4 63 IXZ NAILER/DRAFt 570P PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON r. (SEE I 2/ (INSTALL PER MFG. SPECS -)SHEET WINDOW ATTACHMENT AS SHEET p2 �7 PER MANUFACTURES GYPSUM BOARD OR } Z W SEE ENERGY" CODE FORrIs HIGH STRENGTH Cl-G. BOARD UI SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. a L FOR INSULATION R-VALUES IX2 NAILER/DRAFt STOP O GMU) W/ (5) 12d NAILS EACH PRECAST LINTEL z *5 REBAR a 16° PRECAST SILL THUS CONC. FILLED LINTEL BLK W/ — O.C. MAX, IN PRE-ENG FLOOR TR 5 (1) *5 REBAR CONTINUOUS z WINDOW ATTACHMENT AS PER U1 CONCRETE ( INSTALL PER MFG. SPEC . 5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS Z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CANT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES Q O VERIFY PER �+ 16" O.C. CONC. FILLE L TEL BLK W/ PLASTER APPLIED PRECAST LINTEL — PLAN' (1) *5 AR NTINUOUS I CT Y TO na 8 CMU DRE L MASONRY (I) *5 f'a'E6AR VERTICALLY WINDOW ATTACHMENT AS PER � Z W/ CONC. POURED CELL MANUFACTURES SPECIFICATIONS O I/2" GYP. WL. BD. O R-4.1 IB B O N 5/8 THICK, 3 GOAT cp U INSULATION Ix2 P.t, FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL (1) 04 CONTINUOUS REBAR FASTENING DETAIL STRIP& 0 24" O.G. PLASTER APPLIED WOOD BASE 8 CMU DIRECTLY TO (1) S REBAR VERTICALLY �[ O 1/2" GYP. WL. BDw/ . MASONRY GONG. POURED CELL (Q z *4 REBAR 40" LONG SCALE: 3/4"=1'-0° UJ 4 W/6" HOOK a 24" O.G., WOOD BASE Ix2 P.T. FURRING = q[ z Q MIN. 24" IN SLAB STRIPS ® 24" O.C. O yp[ ROOF TRUSS UPLIFT - f 2 - 0,11N, CONNECTOR NOT FtN. FLR 8 CMU a l7 ISHOWN FOR I/2' GYP. WL. BD. IN SLA5) CLARITY (WE z ar WOOD BASE SHOP PLUGS.) X: ly WALL I 3 I/2" GONG., REINF. W/ 6 "X6 co b W1.4XW1.40 WWM ON 6-MIL 84EA110RWAEE SECTION _ POLY ETHYLENE VAPOR sHEATHINN�S� FASTEN EACH STUD • RETARDER ON TO DBL. TOP PLATE 2 —STORY 2—STORY _' WOOD WELL -COMPACTED CLEAN W/ USP SPt24 NAIL PER MANUF. Pff'ECS. WALL WALL 'RAMS TO > � FILL TERMITE TREATMENT - SHALL BE BORA-CARE 1 SECTION SECTION B LOCK WALL -m ° 2'-0" (3) 05 REBAR CONTINUOUS TION AT TOP 1 SCALE: 3/4"=1'-0" 2 SCALE: 3/4"=1'-0" ON CHAIRS OF EXTERIOR WALL SCALE: NTs FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS F15ERGLAS5 SHINGLES OVER 030 FELT PAPER OVER *30 FELT PAPER PRE -ENG GABLE TRUSS NOTE- EXTERIOR WALL STUDS PLACE STRAPS SPACED INSTALLED PER FBCR INSTALLED PER FBCR (WALL SHEATHINGS NOT AND FASTENED AS SPF STIFFBACK (SEE SEALD TRUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE a SHOWN WITH ONE RS05.21 ON J' O.S.B. ENG, PACK FOR SIZE E CONNECTION) RW5.21 ON & FOR SIZE t CONNECTION) CENTER OF TRUSS " O.S.B. ENG. PACK FOR CLARITY) ADDITIONAL STRAP At SI-IEATHING OR i" GDX SHEATHING OR }" GDX FASTEN STUDS TO BLOCK WALL 2X4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST EACH WINDOW KING STUD PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0" PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL WITH USP MSTA48 STRAP WITH PER FASTENER PER FASTENER FAStSTRA AS SHOWN. INSTALL O.G. (AT SHEATHING SEAMS) O.C. !AT SHEATHING SEAMS BRACE TO BE g ANY STRAP • EA. END (UA10) 1 (10) COMMON NAILS SCHEDULE t SCHEDULE SPAN 15'-0" OR SPACE STRAPS AS FOLLOWS: NOTE = -110 MPH 'C': 32' O.G. IN 8t (0.14a DIA X I I/2' MTL. DRIP EDGE DIAGONAL BRACE o MTL. DRIP EDGE GREATER. REFER TO -160 MPH 'G': 32' O.G. L � PRE-ENG tRU 6 24° CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR III MPH MIOP'G 448' O..C. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL O.G. MAX. SECURED W/ l3) 12d o A> HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS 15'-0' OR GREATER. REFER 2X4 OR 2X6 FASCIA BRAGS t0 BE � ANY SPAN NAILS REINFORCEMENT' SOLE PLATE FILL ALL REMAINING STRAP � SECURED W/ (3) 12d SECURE TO TO TRU55 ENG, FSEE FASTENER OR SECURE TO 0-0" TO 30'-0' (1) T HOLES W! 10d NAILS INTO NAILS TRUSS W j7ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE Ali - WOOD 5ACKING 1/2" CDX OR -1/16' OSB (2) 12d TRUSS REINFORCEMENT. p2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) Qcf DO NOT PLACE SCREW M EGURE t0 WALL PER NAILS FASTENER PATTERN B NAILS X-RACE (1) X-BRACE TOP HOLE NEAREST TO TOP FASTENER SCHEDULE 0'-0" TO 30'-0' (1) 1/2, GDX OR 1/16" 055 0 CENTER AND (2) MAWNRY WALL - OF CM5LOCK WALL ON SHEET D2 X-BRACE SECURE TO WALL PER 30'-1' TO 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED G CONNECT BOTTOM OF SYSTEM TEM ZIP SHEATHING EQUALY FROM CENTER = STRAP TO CM BLOCK WALL SYSTEM (INSTALLED PER � _ � x-BRACE (I) X-BRACE ON SHEET D2 TO END MANUF. SPECS.) �' �r' � `' g CENTER AND l2) R �/16' ZIP SHEATHING LONG TAPCON MASONRY BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ WALL SCREWS WEEP SCREED, SEE CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF, SPECS.) 2 —STORY DETAIL 5, SHEET D3 (2) 12d's tv EACH TRUSS TO END 2x4 W/ 3/5' X 5 LAG (2) 12d s a EACH TRU55 GABLE END 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (2) 2x4 *2 5.Y.P. DIAGONAL BRACE W/ ®32 O.G. MAX. OR CROSS I/2"X9' ANCHOR (3) 12d's 0 EACH TRUSS DIAGONAL GABLE SIMPSON MStA-24 � (3) 12d's a EACH TRUSS DIAGONAL 'BRACING To COVER E RussEs EXTERIOR STUD WALL CONNECTION BOLT 32 O.G. MAX. X-BRACING t0 COVER 5-TRUSSES X—BRACING 32 O.G. MAX.MAxBRACING NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH „- DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 „- TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.C. STRENGTH CLG. BOARD SCALE: 3/4 -1 -0 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4 =1 -0 3 &GALE: NTS MAX. ARCHITECTS 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w cnl U w ,'3 0 a w A ti 4 summv. al LOT: CREEKSIDE LOT #134 PROJECT# 04321.000 monmra 4EBB "1828—CALI" aARA02 EM+o: RIGHT PA O= SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF F=.OFWA 10/06/17 DCA.7 M 1/4"=1'-0" pf� E COPY *NOTE: NAIL 5NI=AT4NG TO ALL 2X AS P3=R EXT. 5I4EAT4NG NAILING, SGl 4" O.G. MAX EDGIE-6 4 6"-5" O.G. MAX IN Tl 4E �:IEL.D 2x RIDGE ONE SIZE LAR3ER THAN RAFTER SIZE SECURE 2x6 MIN. -to BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. A W/ 2'XF> WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) I2d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLI lCs MIN. (4) 10d GUN NAILS DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER 0 DBL. TOP PLATE 2X4 16" Or —MAX. RAFTER W/ 2X4 16' O.G. MAX SECURE 2X4 TO C ° 0 MIN. (3) I2d NAILS OR WOOD W/2-I2d O 6'-8' MIN. (4) 10d GUN NAILS O.C. STAGGERED m w 2x RAFTERS b SECURE 2k4 W/ 2-I/4' SECURE 2X4 W/ 2-V TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES TAPCONS OR DRIVE PIN (MIN. SPANK SIZE .149 MIN. © o BELOW W/ _ (MIN. SHANK SITE .149 MIN. J45 HEAD SIZE 300 MIN. SECURE 2x4 ON (2) I2d NAILS OR NEAP 812E MIN. EMBEDMENT I Yd W/IN EMBEDMENT I Ya W/IN 8 FLAT TO BLK l3) 10d GUN NAILS E.A. TRUSS EA END NOT TO Ekc BT. PLA EA. END NOT TO EXCEED 18' O.G. MAX ARGI411IXT' W/ CUT NAILS. SIDES: 18, 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 BT. PLATE 0Ul/XZ LJATBHER MA Dpl uENT MIN. CREATE VOID 2X4 SOLID BLOCKING X2 )db NETRATRA SECURE TO SHEATHING 1/2' CDX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2 BLOCKING 1/2' CDX WITH MIN. 2-I2d PER BLK GARAGE DOOR HDR IN JOINTS F'RED LNG TRUSSES Be T PEATHING EA. END PRIOR TO FILLING. WITH M 2-I2d PER MILK. 1-2X6 PT BLOCK ® CENTER OF PRE-ENG TRUSS EA END EXTERIOR ARCHWAY WITH WINDOW 2 EXTERIOR ARCHWAY SCALE: la"=1'-0' o DOOR HEADER Wav1J'X8' J-BOLTS 4' EMBEDMENT W/ 2 XZ XNe WASHER AND Nut. 0 ALTERNATE CONNECTION CTIONrczCONY. FRAMED ROOF M ALTE4 RAFTER CONNECTION 1 SCALE: 1/2 =I -0 BETWEEN TRUSSES 2X4 SECURED TO PRE-ENG TRUSSES W/ TRUSS • 1115 UPLIFT GAB W/(2)12d 0 NOTES: 0 CONNECTOR VERIFY W/ SIMPSOM PTSM20 b' O FRAMING PLAN W/10 10d TO TRUSS ALL ANCHORS SHALL BE IN ACCORDANCE 70 X CU D TO MANUPACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) I/4' x 2 I/4" G )1 EA. UPRIGHT SUCH INSTRUCTIONS ARE MORE STRINGENT EEE RIPPLE STUDS 9 16' O.C. TAPCONS TO CONT POURED LINTEL �` -- GARAGE DOOR Max » HEADER SIZE PER 3BUCK ATTACHMENT 51MPSON LOTA-12 0 EA. JACK Moo UPLIFT (2) SIMPSOM HTSM20 SCALE: V2'=I'-0" SPAN GPART. STUD, BOTH SIDES OF INSTALLED ON OPPOSITE \ OPENING, FACES OF BLOCK WALL L-30 a BLOCKING TRUSS COX PLYWOOD Zx STUDS 0 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE W/10 10d TO TRUSS AND (4) I/4' x 2 I/4" 2x4 BLOCKING DOOR WITHIN J' OF WINDOW/ DOOR TAPCONS TO CONT L-30 EA EA. RAFTER \ ' RAFTER P2B EA RAFTER x4 RAFTER • 24' O.G. f "` -2x4 FRAMING C7YP) f CLOSED VALLEY FLASHING DETAIL_ FRAMED OVERHANG v N.TJ3. V N.TS. 2X4 DBL. SP4o32' O.C. MAX 2X4 DBL. 2X4 TOP PLATE „ TOP PLATE TOP < BOTT TOP PL TE I/2 CLG. BOARD 07 PRE-FA8 PRE_FM5 RE -'AB TRUSS 1/2' CLG. BOARD TRUSS 1/2" CLG. BOARD TRJ55 TRUSS AB 1/2" CLG. BOARD CONT. METAL 2X4 WOOD 1/2' DRYWALL TRACK6, TOP < STUDS 016' BOTTOM O.C., U.O.N. 1/2" DRYWALL 1/2" DRYWALL 2X4 2X4 WOOD T. S STUDS el6" S6 CHANNEL SNAPPED O.C„ UAN. OCKING 2X4 WOOD LL MID -WALL SECURE BT. PLATE STUDS ®24' L R24' OJ(t), SECURE BT. 1/2'XcJ' TO SLAB W/ 10cl OC' TrM\Y PLATE TO SLAB /2' DRYWALL 32_'MASONRY NAIL s W W/ 10d MASONt� E2X4 PT. T 32" O.C. MAX ATT D TO EACH NAIL s 32' g y BID • 12, O.C. ( MAX SEE FOUNDATION PLATE GONG. SLAB FOR DETAILS GONG. SLAB CONC. SLAB ° 'o. a o C. SLAB SEE FOUNDATION FOR DETAILS SP4®32' O.C. MAX 1—STORY 1—STORY 1—STORY 1—STORY TYP.INT. WALL INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS (NO UPLIFT) (W/ UPLIFT) 8 ( NON— BRG.) ( NON— BRG. ) 8 SCALE-- 1/2'=I'-O" SCALE: 1/2'•1'-0• SCALE: 1/2"=I'-O' SC SCALE: 1/2'.l' 6'-O" OF�ENING a Q d C) d a PRECAST LINtEL d d O O ° d a � TO SECURE TO FRAMINCs, NEED MIN 1 1/2', LESS TH 4 I J ^ 1 1/2', WINDOW MUST a SECURED TO BL K' ° Ji a 2x4 1312 C RE 2x TO BLOCK W/ (2) a b 3' TAPCONS OR DRIVE PIN l SHANK SIZE .145) ° (M EMBED. I i") WITHIN 8" OF EACH END AND 16' O.G. MAX SPACING. a d CMU WALL a °° 4 Q a v aa. a � a d a d a a ARCH WINDOW FRAME 7 OPENING OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS T. CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY ® A TIME. USE I2d NAILS, TWO WITHIN 6' FROM EACH END i NO MORE THAN 12' O.C. STAGGERED 1/2"xV A.B. MIN. 1' TAP CONS EM5EDMENMT 8' FROM EACH MIN. 2' COVER TYP. INTERIOR END E 3Z' O.G. MAX. 2' APARt DOOR OPENING WD FRA SP4 OR H5 • TOP AND 11 BOTTOM PLATES a EA. FULL TRUSS ANCHOR SCALE: I/4"=1'-0 LENGTH STUD, BOTH SIDES OF OPENING. �� RETROFIT N.T.S. LINE OF SLAB «5 REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT e BACKER ROD 5/8' THICK 3 COAT CEMENT PLASTER � APPLIED � ,_ S• cmuAJC SEE STRJGTUR4L FOR DIRECTLY TO REINFORCEMENT MASONRY 2x6 P.T.UP FILL ` /Ep CELL A CELL fi PER PRODUCT SPPROVAL REa FROM MIAMI-DADE 1. ; / COUNTY MA THEIR STRIP MOULDING ALL y AROUND (BY CsALV. STEEL DOOR MANUR) TRACK BRACKETS FASTENED To 41 . - WOOD JAMB W/ 3/16'xl 1/4' LAG GALv. STEEL \'-OVERHEAD DOOR SCREWS VERTICAL TRACK 1' MIN BY OTHERS BY MAUF. SLIDE FASTENED 70 ROOM 5GI= AL. 3/4" = I' -m" W/ 1R /44'--20XI 2' UGARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=I'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON M75-12 PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE_Ew_$_TRUSS FRAMING PLAN PRE-ENG TRUSSES OR DOUBLE TOP PLATE ., DOUBLE TOP PLATE 2x CONTINOUS STRESS DBL. 2X TOP PLATE CONV. FRAMED RAFTERS SP4+32' O.C. MAX /BLOCKING MID WALL 1/I6' OS.B. 4 CRIPPLE STUDS s IS, O.C. E: 2x STUDS • Ib' O.C. MAX, OR 1/16' ZIP SHEATHING 1T MAX SYSTEM (INSTALLED PER HEADER SIZE PER SIMPSON LST -2 • JACK PRE-ENGTRUSS INEEREDUAN. MANIP. SPECS) 3q' T < G SUBFLOOR GLUED 2X BLOCKNG a SPAN CHART. SOTUE B 51 S AND SCREWED AS PER TOP OF MT5-12 PASTNER SCHEDULE 1/2, GDX 2 ST I MAX W/ IST FLOOR STUDS TO 2x STUDS 16' O.C. MAX AT ATPING TO BE 2ND FLOOR STUDS2X O IN WINDOW/ DOOR L AND SECURE PER 2X SIMPMSTA-36 * 32' 2X BTM. PLATE Y e OPENINGG INC; SCHEDULE i O PLATE 3/4' FLOOR DECKING MSTA-36 32' O.G. KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS PRE- Ewal AND SPECIFICATION) FLX4 STUDS 16' O.0 PRE-ENG FLOOR TRUSS JACKS (SEE HEADER SPAN r} OS OR }" BTM, DOUBLE TOP PLATE Pf� FC�TRUSS CHART FOR DETAILS AND GDX PLY ATTACHED PLATE i SPECIFICATION) PER PAS ER SCHEDULE 2x CONTINCW STRESS ON SHEET D2 BLOCKING JACK STUD ASSEMBLY TO BE OR 1/I6' ZIP 8HEATPNG TS MID WALL t�l CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY * A TIME. 2x STUDS • 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO OS$. USE I2d NAILS, TWO WITHIN 6' SYSTEM (INSTALLED PER TEXT. FINIS UAN. I MANUF. SPECS.) 1/2' GYP. WL. BD. 2 HORIZONTAL 2X S.PP. STRUCTURAL BLOCKING AT FROM EACH END 4 NO MORE 2x4 BLOCKING UNDER Q THAN 12' O.G. STAGGERED PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN WALL STUDS SCURF ETA-16 SECURE BT. PLATE TO 9P4 OR H5 m TOP AND BETWEEN TRUSS BAYS W/ PRE-ENCsINEERED SP4032' O.G. MA SLAB W/ }'xV ANCHOR 0 REMANING AREA TO $E SHEATHED FROM DBL. TOP ? O BOTTOM PLATES s EA FULL (3) 12d's EACP END TRUSS GMU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. / LENGTH STUD, BOTH SIDES SIMPSON HIGH STRENGTH 2x DOUBLE TOP PLATE EPDXY 1" EMBED. MIN. ® SHEATHING i TOP OF WOOD FRAMED WALL TO BE OF OPENING. " STAGGERED MN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO STUDS ®16' O.G. • « �SIMPSON SP4 ® BOTTOM OF PRE-ENG'D MTS-12 a EVER STUD 32, O.G. MAX ® INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW- SHEATHING 7 TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FROM 2ND FLR LINE. KNEE WALL DETAIL @ ENTRY INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 6cALE:3/4=1'-0' SCALE' 1/2'=1'-O' 4 SCALE: u2"=1'-O' 14 DOOR OPENING WD FRAMED 12J ATTACHMENT SCALE: 1/2'=I'-0' SCALE; ln'=I'-O' CONTROL DATE: 07/01/15 A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 2 F W h 0 U W t 0 0. w Q F A sst7mrv. as 3LO CREEKSIDE LOT #134 PnonmT# 04321.000 awDsm c 4EBB "1828—CALI" GARAZZ asVMQ: RIGHT PA G L% MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 10 /06 /17 BCAT.26% 1/4"=1'-0" .T*:'k:4 yyqq Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1j4", 6" max a/c spacing in top Swing door ( +36 ) / ( 47 ) ( +67 ) / ( 67 ) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-4$) (+50) / (-50) 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 at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+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) / (-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. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3J8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.20 73 W6 FL16546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. I" 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 (+157) / (-46.1) Veriform Triple 4 FL17673.1 R-1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-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 /masonry, 2 1/2" min. span or more (+45) / (-SU) panel MFG. 24 GAGE FL16293-R1 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R1 Sheathing ARCHITECT S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-774-407$ www.abdesigngroup.com AA #: 0003325 F W h w 0 0. h A ti q F; avanay. Ae LOT: CREEKSIDE LOT #134 PROJECT# 04321.000 alcoaEsA 4EBB "1828-CALI" GARAGE 811 RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1212017 DATE: 10/06/17 I SCALE: 1/4"=1'-0" � ,� i NOTE: NOTE: ,f IF ZIP 5-4EATI41NG 5YSTEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS ll INSTALLED, PLEASE SEE SHALL HE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' 5ELP-ADHERING MEMBRANE L .� 6' o VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE % MANUFACTURERS ENDS) 4 6' . HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO 5E I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH PORT15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE 6'xb' SELF -ADHERING MEMBRANE PREFOR'1ED CONTROL JOINT THICK 3 GOAT CEMENT PE=NETRATION—FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS T \ PLASTER SELF -ADI IERINCs MEME3RAAlE BE WIRED TIED t0 LATH • 9" WFIES RB LAYER w1, FORTIER FLASHING OVER APPROVED O.G. MAX (VERY.). NOTE: DO BUILDING PAPER / HOUSE WRAP. niN. LAP METAL LATH \ FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH (y X X X I %" LEG MAY BE USED TO TEMP. FASTENED 0T' (VERT.) O.C. MAX I" SECURE CONTROL JOINT AT SUPPORTS X X. X — DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF % FASTENER5 TO BE SPACED STUCCOYWRAP FLASHINGCUTMEMBRANE METAL LATH GUT AND OVERLAP ONE SIDE OF +� 'I" O.G. MAX VERTICALLY SELF -ADHERING MEMBRANE WOOD SHEATHING / WRB LATER w, �' THICK, 3 COAT CEMENT STEP � STEP 02 FLASHING I OR 1/16' ZIP SHEATHING / PLASTER i WRB LAYER M, i a STEM INSTALLED PER / / /� STUCCO WRAP STUCCO IlkM GSJ METAL LATH V MIN PAPER LAF eELow oNLr / WRB LATER 01, FORTIFIBER WRB YE 02. F R WIC LATER 4, FORTIFIE ER BUILDING PAPER �E3UILDING PAPER � I WRB LAYER "I, � H — -ADHERING MEMBRANE STUCCO WRAP FLA INC-; OVER 4'x4' TO § INSTALL FASTENERS (CLIPS, / -ADHERING MEMBRANE LASHING OVER APPROVED LATH SHALL NOT GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS \ �° To s° �^ To a REQUIRED TO SECURE HOUSE WRAP BE CONTINUOUS MIN. MIN S STEM (INSTALLED SHEATHING FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMINGill THROUGH CONTROL \ JOINTS BUT SHALL M UF. SPECS.) FLASHING SELF -ADHERING MEMBRANE V"YF s '.45 r" it ..e'. "}vy, e • ."i'ri'.Tn FLASHING OVER APPROVED � STOPPED AND HOUSE WRAP. TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING V MIN LATH FLASHING TO EXTEND ONTO PIPE PER ASTM CI063 PLACED FLAT MAX 6' TO 8" GAF, 4° OVER T.10.1.4 FRDI'1 CONTROL JOINT WHEN ALL LAP CONTROL JOINT FALLS ON APER LAP 2 \' CONT. BEAD OF SEALANT NOTE: \ STRUCTURAL STUD SCALE: 1 I/2'=I'-0" 1, FASTENERS FOR LATH TO BE NAILS OR -- INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE WNNI-TRATION BARRIER OVER/ ASTM CI063 SHEATHING 2, WIRE TIES TO ENE (NO. Is) 0,0419' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN / I ELASTOSH (S COATING OVER SECTION) STUCCO/ i) � G.Y. FINISH (SEE TYP WALL SECTION) t? I I'l-, :_ °r 4..- .:- °'t VERTICAL LATH & PAPER DETAIL \ / - WOOD STUDS SECTION PER FBC R703.6.1 s ' Exterior lathing and plastering NOTE: SHEATHING e< Exterior use of portland cement plaster SIDE LAPS OF METAL OR't/16' ZIP SHEATHING SYSTEM "; shall comply with the application PLASTER BASES SHALL(INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. ! BE SECURED TO BUILDING NOTE:li 6° MiN. Installation of exterior lathing and framing �„ „ FRAMING MEMBERS. PAPER � LAP INSTIF ALLED, PLEASE SEE P SHEATHING f5Y5TEM IS shall comply with ASTM C 1063-12A. M TYPE CONTROL JOINT THEY BETWEEN SHALL oRTs WITH 0.0415-IN. (121-MM) STUCCO )V LAP m LATH MANUFACTURERS WIRE AT INTERVALS NOT 3" LAP 9 PAPER INSTALLATION PROCEDURES MORE THAN 9' (22S-MM). �\ AS PER ASTM CI063 ( ) I, FOLD NWARD • PT. A I ) LFOLD INWARD • PT. A -fi y �T ® Z. GI�ABE . PT. B ® JL 1 I c JL 1 o u T NOTE: f f O #� f FOLP FOR REPAIR of TEARS HORIZONTAL LATH ® DETAIL MAY BELPATCHED TEARS & PAPER DETAIL W/HOUSE WRAP TAPE ` PER MANUF. SPEC- OR II�`I� G�.�/ FOLD PEEL 4 STICK • 4& 1/16' ZIP SHEATHING 5Y5TEM ( INSTALLED PER MANUF. SPECS.) OR O LFOLD INWARD • O LFOLD it I a Pr. A WOOD SHEATHING A s. GREASE . Pr.13 WRB LATER #I, ', clRMaSE • Pr" e 3. c1STUCCO WRAP �aeE • Pr. c 3. GREASE • PT. G 4. FOLD Pr. C OVER Pr. 5 TILL Pr. C TOLC4-E8 BOtrOM FLANGE THICK, 3 GOAT CEMENT PLASTERii LEGEND- A� �Ll.. 1� / METAL LATH ® ® LAP WRB E TAPE OVER DR�AINAG-� FLANS (UJR5 FOLD ® ROOFNJALL SCREED .,, ILL4TERTKmHT LASER #1 STUCCO UJRAf=) NOTE: SEAL. FOLD, Q2 IF ZIP SHEATHING 5*TSTEM 15 NCE cur � 511X5" "L" TYPE CONTINUOUS �j�g �,��'�� (�Ofi`TI�IB�R INSTALLED, PLEASE SEE GALY, METAL FLASHING MANUFACTURERS z E31� I D 1NC FP R) INSTALLATION PROCEDURES i' THICK 3 COAT CEMENT (NAIL TO ROOF DECK, NOT PLASTER WALL SHEATI-IINCs) WI® LAYER "2, PORTPIBER BUILDING PARR CAP SHINGLE - DO NOT NAIL, j"Ifz,�I� L 4T X x X x 4 + WIC LAYER "I, INSTALL WITH ROOF CEMENT STUCCO WRAP ' LAP LAYERS OF OUILPNC+ WRAP ' /, STUCCO 6 OVER NAILING FLANGE, STOP e.y / STUCCO a d �L. WR5 APL'R2K 119 ADOrE by , " : , ROOr- CEMENT B� WA]I RASHM s SHINGLE ROOFING UJOOD SHEATHING ING � OR -1/I(o" ZIP 5HEATI--IINGs SYSTEM KICK-WRAa+Nrx(eEE �,n. � % (INSTALLED PER MANUF. SPECS.) / DETAIL) NOTE: f' IF ZIP 5I-4EATHING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE MANUFACTURERS 1"IETAL LATH: LATH TO BE FER 1=5C FELT UNDERLAYF�IT � -- WATER tIG4Vt SAL C6END OR INSTALLATION PROCEDURES _ _ B�LDERDONO GUT) RT03.�.1 / >4ST1"I C-8�T-09, 1,1IN. 2. LE35. 814IN6L� lltb \ O/ FLA04NCs AT OM GF ROOF 1 WALL PER SCQ. �'ARD (UTILITY' OfR NOl IINA1� DRIP EDGE: OVERLAP 3' EXTEND 1/2' 6EL.OW OREAT4M, MECHANICALLY FASCIA wROP /p� C �TI [�y� LATH DOES `l O F E C I� I C A T ION S FASTEM 4' O,G MAW !) L'' F L 1 S = I JL \ t..11 N.T.S. A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W �o 0. c4 r4 A h A BtJ290IV. 89 LOT. CREEKSIDE LOT #134 PROJECT# 04321.000 MODS 4EBB "1828-CALI" 0ABAZZ 8111l : RIGHT PAQ06 WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I i tut I Dp 10/06/17 SCALS: 1 /4" =1' — 0" V Y A I Tng, NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALL 6' FLASHINGSELP-ADHOVER Cs INSTALLED, PLEASE SEE MEMBRANE) AND FLASHING OVER STUCCO MANUFACTURERS FLANGESEOF)NON--MOA51-rz F IA I SH INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLESHINGS TO BE: OVER TOP 4 SIDES -1/16" ZIP SHEATHING: SYSTEM 1/I6' ZIP SHEATHING SYSTEM I. BOTTOM. 2. 6IDE5, A. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLEp PER MANUF. SPECS.) OR X VENT CAP 15 TO BE SET IN BED SELF WOOD SHEATHINGWOOD SHEATHINGS OF SEALANT AT TOP AND FLAS-IINCs WRB LAYER "I, X SIDES ONLY. SEALANT 15 TO BE UNIT UJR3 LAYER #I, STUCCO WRAP TOOLED 50 AS TO DEFLECT r STUCCO WRAP WATER AWAY FROM JOINTS. WRB LAYER 02, FORTIFIBER E-X BEAD ALL AROUND PREMANUR DRYER BUILDINGS PAPER x vENT-APPLY SEALANT ALL VENT CAP (SET IN WRB E ORTIFIBER METAL LATH ` JOINT: AND INTERSECTIONS GOAT. SEALANT) WOOD TEXTURED APPLY SEALAN T IMETER OFF IL P ER CONSTRUCTION FINISH ®WOOD 1"F BACKER ROD 51 NON-MOV F ND STUCCOj L FASTEN To WOOF STRUCTURAL - MEMBER Y¢' INCs JOINT SEALANT MEMBER ® T O.G. MAX O E HICK, 3 COAT CEMENT a' CMU # , TOP e SIDES PLASTER V TO JQ' MID -WALL E 70 . .1 WEEP SCREED ter r I ing and plastering 1 BACKER ROD terior use of portland cement plaster �I shall comply with the application DRYER VENT (BLOCK) Ya' TO Y$" MQ-LUALL requirements of ASTM C 926-12A. WEEP SCREED 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING:, GLEAN shall comply with ASTM C 1063-12A. MASONRY BEFo APPLYING: 6 SELF-ADHESIVE TEXTURED WRB LAYER "1, x FLASHING STUCCO WRAP HOODED VENT OVER I QUICK PAPER X FINISH MASONRY _ _ _ WOOD FRAMED HORIZONTAL WEEP SCREED P"LTAH� � s COAT CEMENT FLASH" � � WALL FRAME TO BLOCK METAL LATH PIPE HORIZONTAL WEEP SCREED WRB LAYER »z, r-oRrIt=1BER WALL i FRAME TO FRAME NOTE: BUILDINGS PAPER �' IF ZIP SHEATHING SYSTEM IS WOOD SHEATHING �� IF SHEATHING: SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE / PLEASE SEE MANUFACTURERS MANUFACTURERS 6 DRYER TENT ( FRAME) ��!�/ / �� INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6" SELF ADHESIVE' FLASHING: (INSTALL X/ PER MANUF. SPECS.) a" OR VI6' ZIP SHEATHING: SYSTEM (INSTALLED PER MAN-F. SIMC-S.) BUILDINGS PAPER WOOD SHEATHINGS UNDER "QUICK FLASH" WRB LAYER 01, WRB LAYER "I, NOTE: CUT OPENINGS IN STUCCO WRAP STUCCO WRAP IF ZIP SHEATHING SYSTEM 15 APPROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE BUILDINGS PAPER MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONSTUCTION I UT "X" INTO A VENT PENETRATION WRB LAYER 01, SELF -ADHERING: /X� METAL H STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. e' CMu v L ASI APPLY SELF -ADHERING 61 AND MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER M' MIrD-WALL I APPROVED WRB LAYER ° EEP SCf�1=D "I v WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: IAIOU9wRAP Z FLASHING: - BELOW UJR5 LAYER 01, STUCCO WRAP ELEG. METER FIELD 1 STONE VENEER VERIFY LOCATION `-ELEG. METER FIELD H IN OVER SCRATCH GOAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN S3=L�-A D ER NO MEMBRANE GRADE V" FELT MEMBRANE FLASHING ENTERS BOX, — OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF-ADHERINGS EDC%E FLASHING: OVER HORIZONTAL WEEP SCRE ED D AND ON (1) AYER OF FAINT a PROVED W /STONE VENEER PRIOR TO INSTALLING ELEC. _ HOUSEWRAP / / METER WRB LAYER 02, FORTIFIBER (FRAME TO BLOCK) BUILDING PAPER CAHITY' TO 5E FILLED RIGsID POLYMERIC ST F 5Tf= LE ND ISOCYANOTE-POLYBLEND FOAM JL�C"G-�REAT STUFF" OR SIMILAR) APPLY A SILICON -- ELASTOMERIC STUCCO/ DRAINAGE PLANE (I,URB BASE SEALANT AT POINT S/ OVER STUCCO/ G.V. FINISH LATER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD .°.°.°.° (SEE TYPICAL WALL I.URB LATER #2 (FORTIFIBER - - - - - GRAD 60 MIN °° •°.°.°°° SECTION) BUILDINGS PAPER) AREA TO RECEIVE GRADE ID METAL LATH STUCCO SCRATCH COAT BEALA FELT-PNODATALL e ° ° o METAL LATH X—X—X—x 1 COAT OF PAINT W/BACK- JOIN75 AND ROLL PRIOR TO INTERSECTIONS O° .°.°,°°O x STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN OR 1/16" VP SHEATHING SYSTEM COMBO OR METER CAN AND SELF( -AC)HE51VE FL45HINC5 ) - — — - DISCONNECT STEP E5 eT E T= I�Iro NOTE: METAL LATH: LATH TO SE PER FBG ELECTRICAL CONDUIT' ELECTRICAL RECEPTACLE R103.ro.1 / ASTI" I C-841-09, MIN. 2.S L58. PENETRATION PER 5Q. "YARD (UTILIT-T' OR NOMINAL LATH DOES NOT MEET 5PEGIFICATION5) A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W h U W 4 w A E a h CREEKSIDE LOT #134 PRDMWT# 04321.000 woo" I. 4EBB "1828-CALI" GAGE BVMa. RIGHT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C AFMc.WITEC'T: STATE OF FLORDA 12 10 /06 /17 SCA .M 1/4"=1'—O" EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER �'I, } = WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER "I WOOD WRB LAYER "2, FORTIFIBER FINI51-I LAYER l2 LAYER 3° X 3' 26 GA. GALV. WE TA F�ER RESISTIVE CONSTRUCTION BUILDINGS PAPER PRE-ENG'D TRUSS PEEL < STICK) METAL DRIP EDGE % BARRIER "2 ' TI IIGK, 3 COA EMENt SET IN FULL BED OF -Y4' HAT CHANNEL WEATHER RESISTIVE - SEALANT," MIN. - Fro" SAF. W/s/e" TYPE 'X' DRYWALL PLASTER BARRIER "1 6 PEEL < SPACE FROM DRIP // PEEL 4 STIGK 6' S. r-. P SCREED WEATHER RESISTIVE STICK DRIP \ FACE TO TREX / TO 5 T ING H WEEP SCREED BARRIER'`( f EDGE TO \ 1 XYxV 'L' FLASHING ' THICK, 3 GOAT GEMENTJ DECK FULLY EMBEDDED •-- IN ROOF CEMENT WOOD SHEATHING 51 IN PLASTER RIES �, �� I Nz' X 326 GA. GALV. METWRB LAYER "I, r �� METAL LATH I PROD PSEALAN FOR BACKER ' SET ?N FULL DRIPBEDGOF Y4" GAP FOR BACKER / \ WOOD SHEATHING WOOD (TREX) FILLER, ADD ROD 4 SEALANT SPACE FROM pRIP STUCCO WRAP ,4 SEALANT,,Y MIN. " THICK, 3 GOAT CEMENT r �\ CONTINUOUS r VINYL CASINGS BEAD PLASTER ' FACE TO TREX WEATHER RESISTIVE AM66-WFWC-78O CU5T0 ING - \�� 6" SELF-ADHEREING WATER PROOFING Ist �\\ WEA R SISTIVE VINYL CASING BEAD / 1 BARRIER "I FLASHING WRAPPED LAYER (2 LAYER PEEL # R M r / , m TOP OF WEEP SCREED EXTERIOR GRADE j .� STICK) WRAPPED FROM X \ W RIE RESISTIVE TO SHEATHING BELOW DRY WALL ATHE 5I5TIVE WATER PROOFING Ist ' ' BALCONY DECK t0 e p R I 02 LAYER (2 LAYER PEEL - XT I COLUMN �— WRB LAYER •1, " THICK, 3 COAT CEMENTCANTILEVER ArARrwwcL.van- 4 STICK) er `°aAaFULLrp N SHEATHING X STUCCO WRAP 4" POSITIVE DRAIN PLASTER ` r \ 6 PEEL 4 STICK g E MEMBRANE, \ WEEP SCREED VINYL CORNER BEAD -: , DRIP EDGE t0 DECK �� END OVER DRIP ro' S.A.F. ,� , , PEEL 4 5TIG WRB LAYER "2, FORTIFIBER NO GAP IN FIELD VINYL CASINGS BEAD SUB FLOOR EDGE I Ns x3 L FLASHING BUILDINGS PAPER (SHOWN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN -- - -- - - - i SEPARATE ACCESSORIES ONLY) 3 X 3 26 GA. GALV. SUB FLOOR ROOF CEMENT METAL DRIP EDGE --- ----------------- --- .::= : _ ___= S5ET IN FULL EALANT Le MIND OF I" X 3" 26 GA. GALV. 6 SELF-ADHEREING ` 1 Y2'X1 s/4' T. R 51 ATED METAL pRIP EDGE WRB LAYER 0I, ` FLASHING WRAPPED WO (REX) ILL R, XI T. OR SIMULATED SET IN FULL BED OF SPACE FROM DRIP \ m CORNER OF CANTILEVER FACE TO TREX STUCCO WRAP u N N 5 SPACE FROM DRIP 4' POSITIVE DRAIN f VINYL CASING BEAD OD TREX) FILLER, SEALANT,' MIN. AMIGO AM66-WFWC-7S0 �. 1 � WEEP SCREED FOR BACKS NTINUOUS /FAGE TO TREX CUSTOM CASING BEAD .i D < SEALANT WATER PROOFING let LAYER (2 LAYER PEEL 4 Ya" GAP FOR SEALANT VINYL CASINGS BEAD FI SI-4 LAYER (2 LAYER OPT. BACKER ROD. --- FEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING let C ANT1]LE V]ER DR1�P MODIFIED 90 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 10 D VINYL CASINGS BEAD THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATI-LING SYSTEM IS PLASTER VINYL CASINGS BEA p CANTILEVER CASING BEAD INSTALLED, PLEASE SEE 4 METAL LATH 8' THICK, 3 COAT CEMENT MANUFACTURERS 5/8' TYPE X' DRYWALL WOOD SHEATHING PLASTER 10 A DTL. C� CANT. INSTALLATION PROCEDURES LEGEND W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1 1/2'=1'-0" FINISH BARRIER RI W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHINGS i" THICK, 3 GOAT CEMENT HARRIER "2 PLASTER 4 POSITIVE DRAIN J" THICK, 3 COAT CEMENT 4 POSITIVE DRAIN NOTE: DRAINAGE PLANE (WRB VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED y- /� y- /� t-I I t }� LXrER #l, STUGGO WRAF) (SHOLLN FOR CLARIFICATION GAP IN FIELD 1�E AL LA i-t: LA 9 4 O 5E PER F:5G VINYL CASINGS BEAD (5 OLLN IN FIELD VINYL CORNER BEAD SEPARATE ACCESSORIES ONLY � I (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD R703.6.1 / ,4ST1" 1 C-847 =Q9, t%11 1. 2.F5 LBS. I.UR.B LAYER #2 CFORTIF-IBER ...... — — SEPARATE ACCESSORIES ONLY) i�ER SQ. �'�fizD CUTELfT'�' OR NOl~1IN,�L 5LUILDING� PAPER) BALCONY DRIP BALCONY DRIP l�Afi+-� D05 NOT 1"rEET SPECfFfCA`�ION&) 1�tET,,�L L,4TN x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION � COLUMN (W/" L" FLASHING I SCALE: NT5 NOTE. wooD TION STUCCO wooD sHATHING �Q IP SHEATHING SYSTEM IS IF ZIP SHEAt ING 5Y E 15 �marasisec Mawsam INSTALLED, P EASE MANUFACTURER5 tH R 15TIVE INSTALLED, PLEASE SEE INSTALLATI PROCE RE5 I UJOOD SI�Er4TI INC /��/�� / %'� 2x FRAMINCS M_l15FR WRB LAYER "'1, MANUFACTURERS STUCCO WRAP x= INSTALLATION PROCEDURES 3/4 RESILIENT HER RESISTIVE " 3 COAT CEMENT WOOD SHEATHINGHA HAT CHANNEL BARRIER »z SELFs.AD+4ESIVE I°L,ASIINC - - - PLASTER VINYL CASING BEAD , WRB LAYER ,2, FORTIFIBER " THICK, 3 COAT CEMENT BUILDING PAPER, PLASTER CORNER BEAD , FASTENED TO SHEATHINCx I W LAY 1, 5/8" TYPE 'X" ALL METAL LATH RB ER W/1ExtU PAI m rt" O.G. MAX. METAL LATH ; ! STUCCO WRAP WOOD SHAIING = FIN( oR rnb' ziw A l l 6Y6 g t x x I x—•x '.X x+ K + rarer eu eor arw�. ece.r 1 At CEMENT (2) 2x12 HEADER s' THICK, 3 COAT CEMENT WRB LAVER "2, EORTIFIBER ¢ PLASTER BUILDING PAPER WRB LATER *11 + "SELF -ADHERING METAL LATH VINYL COMER BEAD 4" POSITIVE DRAIN ' J STUCCO WRAP FLASHING WEEP SCREED j ~ (EXPLODED THICK, 3 COAT CEMENT VINYL CASINGS BEAD NO GAP IN FIELD WOOD SHEATHING (9H0IWN FOR CLARIFICATION OF VIEW ARIOR PLASTER 11SEPARATE ACCESSORIES ONLY) I °/ METAL LATH DRIP CAP , 11D DRIP EDGE WRB LAVER "2, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE \ - - _�. 01, NOTE: WOOD CONSTRucITON C O RNJL� R B J� AD FRD AM 5TU L Y R f= IF ZIP 5HEHING 5 5 EM IS CC WRAP INSTALLED, PLEA SEE 1 `/� STUIr A � 11 MANUFACTu RERS 2 1, 2 PRO E URES WEATHER RESISTIVE INSTALLATIONWR5 LAYER 02, FORTIFIBER BARRIER 01 CORNER BEAID � • � WEATHER RESISTIVE C1=A5TENER B 5PACING s 1" OZ.)BUILDING PAPER BARRIER 02 \ r METAL LATH ; VINYL CASINGS BEAD � �� THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT ; 5/8' TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED <> FINISH 4+ srsitm 6"SELF-ADI-4ERI1�lCs / ' 3 GOAL CEMENT I Z640gIRANUR CMU FLASHING j THICK, PLASTER \ %11 THICK 3 COAT CEMENT ' VINYL CORP. 4" DRIP CAP VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BLOCj1�BCO�NER BEAD Ca 1 5 B CASING BEAD CWINDOW (FRAME, NO BAND) 11]E. RIP EDGE INSTALLATION A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 F W h w r U w 0 F 0. U W A F ti sumniv. as LOT'. CREEKSIDE LOT #134 PROJECT# 04321.000 MODEIA 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D � 10/06/17 BCALO 1 /4" =1' - 0" 81EIIIIIIET WA3 A R C H I T E C T S NOTE: IF ZIP SHEATHING 5?'5TEM IS " THICK, 3 GOAT CEMENT WOOD SHEATHING INSTALLEDYa" CxAp fi�� / g" THICK, 3 COAT CEMENT , PLEASE' SEE C-AeING BEAD P R PLASTER MTURI=RB TO TRIM tAL Ate+ INSTALLATION PROCEDURES 1X TRIM MEMBSEALANT METAL LATHER is STUCCO TO , STUCCO UJRAP SIDING TRANSITION LAYER 'IORTI 1BER WOOD 5i4EATi41NG UILDING PAPER a SIDING WOOD SHEATHING: WRB LATER 12, FORTIFI5ER BUILDING PAPER Al STUCCO WRAP WRB LATER 1 gnun��::YMfidRn,w11�:: wm.a..�,:u WINDOW FRAME, # i -------•••--• ... WRB LAYER *2, FORTIFIBER METAL LAtI-E r WRB L YE WRS LATER "I, BUILDING PAPER THICK, 3 COAT CEMENT x WRB LAVER *2, 1=0R7II=I5ER St c W STUCCO WRAP - BEAD VINYL CASING PLASTER BUILDINCz PAPER `, (W/3/8" FLEXIBLE PVC BACKER ROD) I _ k�\x .......................... ro"SELF-ADHERING I" ITAL LATH \ CASING BEAD FLASHING ' roll SELI=-ADHEREING TH I 3 COAT CEMENT $ FLASHING OR PEEL < STICK VINYL ANGLED WRB LAYER '�1, STUCCO WRAP, CASING BEAD GLARI VIEW POR P E SIDING TO ST '�.+ CCO WRAPPED AROUND FRAMING CASING BEADMEMBER 18 roll SELF ADHESIVE FLASHING DRIP CAP �(CROSS SECTION) � WOOD SHEATHING uJRB LAYS �"�2X FRAMING WINDOW FLANGE •,�I �• •. _ S INY A E WOOD CONSTRUCTION MEMBER DETAIL BELOW EXPLODED _ BEYOND r6ING AD r I WOOD SHEATHING FOR CLARITYWEATHER / ` SARR ERSISTIVE / / WRB LAYER "2, FORtIFIBER BUILDING PAPER ; BEER RESISTIVE 4 \ ''------------------------ - -------------------------------- -- METAL LATH j� " x -1Yd' LAP SIDING I �// \ X i 6"SELF ADHERING _-------------------------------------------------------------------------------------------------- I W%6' REVEAL / I FLASHING - J 6' SELF-ADF+ERINO � Q �" THICK, 3 COAT CEMENT i THICK, 3 COAT CEMENT , / FLASHING WEATHER RESISTIVE Y4 �4� T`r F $ PLASTER \ `\ ;: / ` q BARRIER 01 / PLASTER `. WEATHER RESISTIVE �A') WI DEAD ro "SELF-ADI IERING`\ , �' STARTER STRIP \ MARRIER n ; SEALANT TO WIN�OUJ METAL LATH FLASHING 1 ; DO NOT CALLK I { \\ �y° 6^ SELF -ADHERING lr .■ AL NI 1 _ FLASHING , GALVD METAL I / \ GALV AL 'r FLASHING LA ER "2, FORTIFIBER DRIP CAP `�� z` �� DO NOT CAULK OR �UIL G PAPER I LATED I SEAL OPENING WINDOW FRAME WINDOW FLANGE MEMsR OOD SHEATHING ST CASING WAA2 1 \ CASING BEAD Ca)WINDOW / 1Y' X 6' SIMULATED as WOOD TRIM MEMBER- f r (FRAME W /BAND) \ \ SEAL GAPTDR VED SEALANT :o. :.. . nhr...rt+n. r . Yv, � � / R APPROVED SEALANT ..... I I I I \ STUCCO CASING BEAD X i SIDING TO STUCCO \ WRB LAYERI, Ca -)BLOCK TO FRAME sTucco WRAP WOOD SHEATHING IF ZIP SHEATHING SYSTEM IS TRANSITION INSTALLED, PLEASE SEE 19 \ ro WIDE PEEL 4 STICK MANUFACTURERS OVER FLANGE I INSTALLATION PROCEDURES I WINDOW FLANGE \ I METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATI4: LATI4 TO BE PER 1=5G I (W/%" FLEXIBLE PVC BACKER ROD) I R-II / ASTt 1 C-547-09, MIN. 2.5 L155. 2X FRAMING i 1 WRB LATER "IUJOOD 5+� DTI INC PER So. TARD (UTILITT OR NOMMEMBER INAL \ •APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP LATI4 DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE E BUILDING WRAP ; WRB LATER 02, FORTIP15ER � I � '�� WRAP - ----------------------------------------------------- ------------------------------------- BUILDING PAPER WOOD CONSTRUCTION V SELF ?E UJQ5 LA�EfR #1 BEYOND LAS INCzD ADHERING I WOOD SHEATHING: $" THICK, 3 COAT CEI"IENT STI,ICGO l,Ui�,4�' WEATTHIEERRIRESISTIVE5ARR,� II _ WEATHER IlMSISTIvE x ! \\6ARREevLAID WEATHER SSIVE PLASTER BARKER n 13AAo X SIDING EZWINDOW CASING X�jELWIR5 LAI R `� FOfRTIfIE5EI\ 61/ i I / WE R RESISTIVE IER *I i P U I L D ING; Py4PE 1R FLASHING DHERING z '\ 4 WEATHER SISTIVE VINYL ANGLED — - CASING BEAD BARRIER 1 �IETAL LAT�4 STARTER STRIP \ \ VINTL CASING BEAD �,� -J I I 7" F� s METAL I.. �� NOT CAULK OR I II /�J/ COAT /� M SQL OPENING o DO NOT CAULK R �tt Ti41C<, 3 COAT C:E IENT \ � �� SEAL OPENING' (EXPLODED 8Q GALV'D METAL' WEATHER RESISTIVE LEGEND VIEW FOR I LAST fR 7 FLASHING: BARRIER "1 TO LAP I Y' X 6' SIMULATED 6' MIN. ABOVE TOP CLARIT`I') ux oD TRIM MEMBER — OF 7' FLASHING E-T BEAD vINY` S I Y' X 6' SIMULATED DRAINAGE PLANE (WRB (W/%, FLEXIBLE I \ i wc�oD TRIM MEMBER LATER *1, STUCCO WRAP) SACKER ROD) \ / 'SELF -ADHERING, FLIDHERING \ I I { FLASHING WRB LAVER *2 (1=0RT11=15ER — — — — CEMENT PLASTER \\� ORAAPPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE \ WEATHER RESISTIVE CASING BEAD RAISED WEAER"h BARRIER, METAL LATH x—x—x—x WEATHER RESISTIVE E-T BEAD VINYL CASING BARRIER 01 CW/%, FLEXIBLE PVC BACKER RODSTUCCO BAND (FRAME) SIDING TO STUCCO urEATHERRESIsrIVE 17AC FRAME TO FRAME BARRIER 02 SCALE: 1 1/2"=1'-0" WOOD SHEATHING (I STALLED PER MANUF. Sf�E S. @__��SELF-ADHESIVE FLASHING — — — — 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U w 0 q F A ti CREEKSIDE LOT #134 Pmn=T# 04321.000 moan: 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORDA 12 t011 DAT `TA: 10/06/17 DATE: �ICAXJ1: 1 /4" =1' — 0" E=)t■:�:4 V� A-4- A R C H IT E C T S CUT HOUSEUlRA AT 45' ANGLE MOPFW 11, CUT \ N HCUEaIIRAP x1 LINE Cp OPENING AfrROYED HCYBELLRAP OVER SHEAT14NO OVER UP STUD WALL STEP 1 INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN P BELOW SILL FLEXIBLE FLASHING DO NOT SEAL SOTToM FIN STEP 6 TEMPORARILY FOLD-uP 4 Sac HOUSEWRAP(0 TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 4 INSTALL 6' SELF-ADHE FLASHING ( VINYL HEA FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I BEYOND J. FLASHING J145TALL VII CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T4- FLASHING AT THE UI N lC 7 A d Z IIDE ADHESIVE -XISLE FLASHIN VER DRIP CAP ECTO-WRAP EQUI V) WINDOW FLASH-TING INSTALLATION DETAILS 2 (FULL W� AP ) SGALE: NTS NOTE IF Lf= 6�EATE1Ne e ST 15 INSTALLED, f=LEAeE e ANUFAT S f NeTAL L AT f ON �OUe Y ANE NG DINT '- t. IT IS THE CONTACTORS RESPONS1511-TY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 8ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARMING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. N AND SEAL JAMB TO SILL JOINTS WITH 1199 FOLLOWING COMPLETION OF RIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTL E: SEAINTERIOR PERIMETER OF WINDOW WITH SEALANT U l Inc. 1441 N. KUNALU KtAUAN t$LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h U W t 0 E 0. U q F A F 1st lmzv. aLOT. CREEKSIDE LOT #134 PRO.TRCT 04321.000 ]LODRL: 4EBB "1828-CALI" GARAGE BwINo: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C : STATE OF FLORIDA OCT DATA 10/06/17 ISCAMb 1/4"=1'-0" �3mm 5 2x6 5U5-5AN1D W/1"x4" NOTCH is END, WRAPPED IN PI=1=1_ 4 STICK: DRIP EDGE 7/0' TEXTURED FINISH a WOOD %, TEXTURED FINISH a C1 IU I\ 1\ I\ I \ I \ I \ METAL FASCIA \ WRAP Ys" FROM \ STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL \ \ (FRAME OR C1" IU) \ NOTE: NOTCH FOR 2Xro 5U5 BAND ONLY � 1 ( )ELEVATION - METAL FASCIA WRAP 2x6 SU5 BAND \ \ -va° TEXTURED FINISH g WOOD P' TAL LATH SHEATHING I=_ WRB LAYER "I, STUCCO WRAP WRB LAYER '"2, PORTIPIBER -'J BUILDINGS PAPER f ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (5EYOND) \ DRIP EDGE, I" OFF WALL NOT INTO STUCCO) 3-COAT PLASTER 8 ;Ole \\ 2xh SUB -BAND W/I"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. 5U5 BAND 2" OFF WOOD WALL ROOFINGS CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP 5HEATHING PLEASE SEE 1" IAi PROCEDURES PRE-ENG'D TRUSS TO 5E CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m" SCABBED TO TRUSS W/12d NAILS (o"-5" O.C. MAX. 2x SUB -BAND W/V2"x4" NOTCH -6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR C1 IU) SUB BAND DETAIL (6) WALL SUB BAND DETAIL @ WALL W/KICK-OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COI" IPONENT5) METAL FLASHING, WRAPPED MIN.411 A5OVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK "ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENT5) METAL FLASHING, WRAPPED MIN. Y4,, ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tY"x4" NOTCH -a END, WRAPPED IN PEEL 8 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY IRCHITECTS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Cal W U w 0 0. Ul w w a F a CREEKSIDE LOT #134 PROJECT# 04321.000 MODEMA 4EBB "1828—CALI" GARAGIC BVING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 10/06/17 OCALM.- 1/4"=1'-0" ■ .>b � ii� V\to