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Home My WebLink AboutFOUNDATION PLAN• 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 REVIEW BY BUILDER CONTRACT DOCUMENTS. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER PALLING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS 2 THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR B DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN RITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN ROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ASED ON THE DRAWING SET, ST. L � ICOUNTY o REVIEW R C REVIE )A DATE PLANS PEkMI' SITE 0 INSPE W I - 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL AB'. ABOVE LAY. LAVATORY (FBCR ) 2017, 6th EDITION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET - FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT. ALTERNATE • MANUFACTURER - NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. AMPERAGE MIN• MINIMUM MOUNTED -ALL LOCAL AND STATE CODES HD' CL BOA CENTER LINE mm MIL. METAL . OCCUPANCY — RESIDENTIAL, GROUP R3 CAB, CABINET N.T.S. NOT TO SCALE • CONSTRUCTION TYPE — VB C CLR. R. C CLLEAREM O.C. PL ON CENTER PROPERTY LINE • MIN. INTERIOR FINISH — CLASS B CONC. CONCRETE P.B. PUSH BUTTON • BASIC WIND SPEED — Vult=160 MPH CPT. CARPET PH. PHONE Vasd=124 MPH C.T. D. CERAMIC TILE DRYER PIT. PLYWD. PLATE PLYWOOD • EXPOSURE — C DBL. DOUBLE PII. PAIR • 1—STORY RESIDENCE — D.G. DUAL GLAZED P.T. PRESSURE TREATED • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIN' DIM. DEED DIMENSION R RAD. RISER RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP HER REFRIGERATOR DR. DOOR U. ROOM D.S. DOWNSPOUT RO. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H SINGLE HUNG EA. EEQEV.A. . EACH ELEVATION EQUAL SHT. SHMG. SHEET SHEATHING G SQ.FT. CALC.'S EXH. EXHAUST SIM. SODI.AR EXT. EXTERIOR SL. SLIDING LIVINCx 1828 5Q. FT. F.G./FX . FIXED GLASS SL. GL SLIDING GLASS GARAGE 430 50. FT. F.G. FUEL GAS STD. STANDARD ENTRY 16 5Q. FT. FIN. FINISH SWS SHEAR WALL LANAI SS SQ. Ft. �• FLUOR. FLUOR FLUORESCENT SC SECTION SOLID CORE DR, FRENCH DOOR TEMP. TEMPERED GLASS TOTAL 2362 5Q. FT. FIG. FIG. FOOTING TIIK. THICK GA. GAUGE T.O.C. TOP OF CURB A/C VOLUME I6PJ86 5 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 PROOF GYP. BD. GYPSUM BOARD V.P. VOAAPOR H.B. HOSE BIB W WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER VD. WOOD HGT. OR HT HEIGHT VT. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV REVISIONS DATE 9 14 BID SET ISSUED 7 14 CONSTRUCTION 1 5 14 RANEY 160—C Ti 1/14 A.H. MODEL CIE, 5/18 1 2017 FBC DESCRIPTION IS ENG. ELEV UP — J.M. N M S BE KEPT ON Jun rt N SI WILL BE MADE .r)Pv FILE COPY t• LLl� 7), INDEX OF DRAWINGS SHEET # DESCRIPTION 'LETS 160—C ABS PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG lA—DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 1B.1—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3D—ELEVATIONS "D" PG 4D—FRAMING PLAN PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6—HVAC PLAN PG DI —FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & DETAILS PG D3-2—STORY WALL SECTIONS DETAILLS PG D4—MISC. DETAILS PG D5—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND "C" & "D" UPDATE 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r 0 U W 1z ti U h W A F A F: 8U]3DIV. de LOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODEL 4EBB "1828—CALI" GARAGE 8WWGF: LEFT PAGE: COVER PAGE 160 MPH EXP C ARCHITECT: STATE ®P FLORIDA r I ROLAND A 06/01/18 DATE: BCAXJC: 1/4" =1'— 0" BREET CI IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH �A. FOLLOWS, 30 20 10 75 40 40 40 OMPLY WITH TABLE R301.6OF THE FBCR 6TH EDITION (2017) 3CPI) 17 (TCDL 7 & BCDL 10) 25 (TCDL 15 & BCDL 10) VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 II JED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION 'ANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK ANY DISCREPANCIES ARE FOUND. SIGNS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 5 .SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR NY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF ICHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ''IBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, IE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. CTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL ISIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, RANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 'ES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. HALL MEET PROVISION OF FBCR R311.3.1. 'OR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1. DR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1. AD. �R SUPPLIER KAGE BY BUILDER EOM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES EFN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, =BCR (2017). COMPACT TO 9N MAXIMUM)RY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOTDCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLCO-DINGOR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL'UNTIIL SLABS -AVE 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. ANDTHE 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 31". 4 PROVIDE 61/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/,". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. nencnuDV 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 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 Pm =1500 PSI 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 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=176PSI 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, 6TH EDITION (2017), 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 R602.6 & R802.7.OF THE FBCR 6TH EDITION (2017). & 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 OR 7/16 ZIP SHEATHING SYSTEM, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, I CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO LC360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/, INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE`4SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS FOR MORTAR JOINT THICKNESS TOLERANCES. NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 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 R606.2.11.OF THE FBCR 6TH EDITION (2017). 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). 7 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 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 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017), REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). EDITION (2017). 3 WELDED WIRE FABRIC SHALL BE 6" X 6" W1 4 X W1 4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185 LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 E GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL RUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID I SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. I THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 3: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC PPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS 3 ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR )EILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL 'PSUM BOARD OR EQUIVALENT. IREQUIREMENTS. IUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE FIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE NDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 4E SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON )F. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED INIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. .OW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS _ _ _ _ 1'/z" 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. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y/" 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, 1l2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C 1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). 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 PERASTM-Cl 063 - 11 A AND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 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 a I A h A h BUDI) v. as LOT: CREEKSIDE LOT 56 PRO�CT 04321.000 056R1 3i QDBiLaa 4EBB "1828-CALI" GAI AGIC 8'pMM- LEFT PAGM GENERAL NOTES 160 MPH EXP C ARCHITECT - STATE OF EL.ARIDA Imo® AND A. ARN IDp 06/01/18 OCA - 1/4"=1'-O" PJi��T DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) *6xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WS ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3/16'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVFER HEAD 0 12' FROM STRUCTURE 2� 2" VTR � I\ \ K17CHEN � I I I/2 i I y 1" SING W/ 2' VTR 2� AUTO VENT 2 "I 1 1/2- f<1/2" I \\ 1 1/2, "�' I 11/2� LAIWC 21 1 1/2 ��2 I ,3 I LAV I LAV �.-I 1/2 � " I LAV I 2' .� 12 ° 3 2" SHWR 1 3' 3' W PLUMBING RISER DIAGRAM TO MAIN I 4' CONC. SLAB 11 Q m TYP. 39' - V' 25'-S" EXTEND END OF PVC CHASE UP 12" A50VE HP COND. GONG, PAD 1 \\ 24'X24"XI2" CONC.-- \\\ PAD W/3-S 5ARS \ E.W. ON CHAIRS \` MIN. 3" COVER I \\ 4' PVC \\ co 4' GONG, REINF% W/ 6'x6' •1ID CHASE WWM ON 6-MIL POLY ETHYLENE \\ — VAPOR 5ARRIER ON ■ I \\ WELL -COMPACTED CLEAN \\ TERMITE TREATEMENT SHALL \\ 5E 5ORA-CARE I \\ \\ 14'-3" ID' -ID' FIN. ELEV. SHWR. PAN \\\ rIN. CONC. 51 A5 ■ �_ _ \�I \�\ IO Di \\ L_ ■ Q 41 GONG. I I Q SLA5 DI N &'-2" 3 1/2" 10 EXTEND DI SLAB 1 1/2" LX4 WALE 70-. r—_1 LDWLa51 � I I i REF I I � II ■ II I" PVC I CHASE RAN3E FOR ELEG. l� TO ISLAND 2" I1'-I" \ 5'-IZ" 3'-6" 2'-13 II' - II" ■ EXTEND SLA5 1 1/2" -- l 145 ' v 5 1/2' ■ 2X& WALL WALL 5OLLARD AS REQ. • PER 5LDG. CODE DI `ter . I— —I I LAVIm�I I ■I - cp 4' CONC. y I EXTEND -3 1/2" SLAB 401-ID' FIN. ELEV. �F SLAB 1 1/2' FIN. GONG. SLA5 I • ■ I I an ■■ L_D 1 1 1/2' J� n L_ — — — — — -� 101-0" 21'-4" 2'-3" 39'-S" FOUNDATION a" 3 4 4'-4" PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE r5CR bTH EDITION (2011). 14' - 0' 24'X24"XI2" GONG. PAD W/3-05' 5AR6 E.W. ON CHAIRS MIN. 3" COVER ro 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 go w 0 F O F a ti otJHDIV. Aa LOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODEU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP C DATE. 06/01/18 ®CALF: 1/4"=1'-0$11 8*1EET 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w U W 4 O yF w W A F Q F� BUDDIV. & LOT: CREEKSIDE LOT 56 PROJECT* 04321, 000 056R1 MODICU 4EBB "1828-CALI" GARAGE OWDCG-. LEFT PAGE: DOWEL PLAN 160 MPH EXP C n TE 06/01/18 SCALE: 1/4"=1'-0" SHEET IA L— 3 L— 3 L— 4 (2) 3052-6H EGRESS (2) 3052-SH D (2) 3052-SH L-1 EGRESS L— 3 LINTEL SCHKIDWLE NOTE: THE LINTELS MAY BE SUBSTITUTED LUITN LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS AIRE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4^zTm4c4q4lTlt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I IT-4' 8F28-15/IT L 2 4'-roll 8FI6-05/IT L 3 T-(' 8FI6-I5/IT L 4 II'-4' 8FI6-I5/IT L 5 V-4' 8FI6-I5/IT L 6 "I'-ro' 8F24-I5/IT L i 4'-roll BR=ro-05/IT FECESSEc) SRF6-05AT 8FI6-05AT 8FI6-15/IT 8F24-I5/IT 8F28-16/IT 1441 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 4 A F A F Stmixv. a LOT: CREEKSIDE LOT 56 PItOJmCT# 04321.000 056R1 MODELA 4EBB "1828-CALI" GARAGE eVU4G.- LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP C ARCHITECT - STATE OF FLORIDA RO4A�.HAC]RA RO 93723 06/01/18 BCALE: 1/4$$=V-0" BHEET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS C GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8FB 32-0 8F8-1 B 8F12-1 B 8F16-1 B 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B 2' 10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 1 7526 9004 10472 11936 T-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-Q" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 1 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' 6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9' 4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10' 6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 1 864 1254 1 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-$" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N. R. NR NR NR NR NR NR NR 160 300 1 570 870 1250 1660 1970 24'-0" (2$8") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS 4^3704cam" UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 8F8 8F8-2T SF12-ZT SF16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2' 10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2 221 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 1 4125 5091 6061 7036 4' 0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 g38 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5-10" (70") PRECAST 1357 1930 2505 3084 3665 4247 418 418 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST E1272* 1200 1733 2250 2769 3290 3812 707 887 1182 1684 2192 2703 3216 3732 T-6" (90") PRECAST 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 612 980 1269 1560 1852 2144 454 630 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST E71 498 793 1027 1261 1496 1731 396 493 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12' 0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 1 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14' 0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 1 244 312 380 447 515 N.R. 135 124 186 1 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^WP*4494" GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-06 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-13 8RF26-1B 8RF30-18 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 1 7947 9416 1 10878 6-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 1 6707 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614E2875 1886 535 928 1497 2179 2618 3595 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPE LENGTH 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-1T 8RF26-IT 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5' 8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5' 10" (70") PRECAST 896' 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6' 8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 T-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 1 527 1009 1369 1728 2088 f 2450 TYPE DESIGNATION 8F1 6- NOMINALWIDTH J NOMINAL HEIGHT F = FILLED WITH GROUT 1 U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/1 T L QUANTITY OF #5 REBAR AT TOP "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 115 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR J F A . . 2 2 °. 4 F W U = • a' Q J 0 Q z ' �• O ct. z 7-5/8"ACTUAL 8" NOMINAL WIDTH C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1 /2". 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. fc grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-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 L1180. addional reinforced masonry above the recast lintel. Y p 6. Prestressing strand per ASTM A416 grade 6. 7 Bottom field added rebar to be located at bottom of cavity. tdt the bttf the lintit l i h l f t b h d ld ti i t 7/32" dia meter ameer wire stirrups are weeto the bottom steel mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 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. 9. 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 L AA #: 0003325 r U W 4 0 F y q F ti BUBDr T. de LOT: CREEKSIDE LOT 56 P1?AJECT# 04321.000 056R1 MODRU 4EBB "1828-CALI" GARAGE 8`1111 CG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP J ARCHITECT - STATE OF FLORIDA 7 A. D �T 06/01/18 1 1 OCALM: 1/4"=1'-0" 1 8HRLIT 1 B. I GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORYr SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP° ICE BARRIER UNDERTLAYMENT REQUIRED`' FLOOD HAZARDS 9 AIR FRI=EZING INDEX' MEAN ANUAL TEMP] SPEED (MPH) TOPOGRAPHIC I EFFECT5k WEATHERING° FROST LINE DEFrr}{b TERMITE° NA 160 C NA NEGLIGABLE NA I VERY HEAVY 42 1 NA SEE SURVEY NA I NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.cJA FLAME SPREAD AND 5MOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 COMPONENT MD CLADDIKi WE LOADS BASIC WIND EXPOSURE FOR 3 SECOND OUSTS OPENNOS 80UAM ZONE NO MPH WIND (NO IDS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. i2 5 30/-3-t CRITERIA 6070 O.H.D. 56 5 30/-38 160-t0 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 682 IF IF ROOF TILE N/A 3 -58.2S BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ✓'dpP .'.cl' WALLS a= a a a 10°K0:5454 I GABLE ROOFS 0<_90" . l GABLE ROOFS 10�I40�45° For SL 1. fuel - 304.8 imn, € degree. := 0.0175 ra , I' otc. e 4, Sege in all casm _ e l.3 .sue' SVu Ip . I k+ I Al 101, 300 HIP ROOFS 10*<0:530° FIGURE R301.2(7) COMPONENT T AND CLADDING PRESSURE ZONES ro IM I, 28'-8" II'-0" I, 3'-4- Hp (2) 3052-SH MEN �'�LOO R PLAN e'-4" (2) 3052-SW m NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOORR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. a IEXTERIOR MASONRY WALL BRG. HEIGHTS SQ.FT. CALC.'S LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086B TOP PLATE u (AR DETAIL A SCALE:1/2"=1'-O" a 0 " AIM. VARIES � ARCH Ems. , Ea. O VANITY O VANITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 h w y U W 4 0 F 0. U Q F A ®tmDIY. de LOT: CREEKSIDE LOT 56 PFiOJzCT# 04321.000 056R1 MODEU 4EBB "1828-CALI" C;ARAGE awtr G: LEFT PAGE: FLOOR PLAN 160 MPH EXP C ARCHITECT: STATE OF FLORIDA 0*1KIzI DA�TM:: 06/01/18 ®CALF: 1/4"=1'—O" 9lmmT 2 OFF RIDGE VENT n� REAR ELEVATION TEXTURED FINISH -8' 5RG. HGT. 0-0' FIN. F _ — I�6 6 -8' BRCS. OFF RIDGE VENT 0'-0' FIN. FOR RIGHT TEXTURED FINISH , 14 WA 8'-8' BRCS. HGT. 4-18'-11" BLOG. 1- FYFON LVI2X24 OR EQUIVALENT OFT. 1 LIGHT 0'-0' FIN. FLR 0'-O' FIN. FLR EQ. EQ. (? II WAi/ I�I �I, ICI ICI EQ, SHINGLE: ROOF EQ. FYFON BKTIIXI7 OR EQUIVALENT _ - IIII ■■ IIII ro-. IIII ■■ I��i .1413 SHUTTER OR RAISED ru ■■ �� ..- .� IIII �J 0 FRONT EKLEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. OFF RIDGE VENT NET FREE VENTILATION AREA RI _ 1/ 300 REQUIRED VENTILATION AREA 2450 /300 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) - — — — — — OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT(netfree area) r t- CV � ELEVATION OFF RIDGE t LEFT ELEVATION TEXTURED FINISH OFF RIDGE t TOTAL#OF VENTS REQUIRED 4.09 TOTAL# OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 �. 0'-0' FIN. FLR 2" I'- v 1 � ro N I-4 i —I nLOUVER DETAIL ri SGALE. 1/2' = I'-0' '-0" FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w 0 a Q F A Lmv 1 II Sv;ela=v: ae LOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODEU 4EBB "1828-CALI" GARAGE 811iNG: LEFT PAGE: ELEVATIONS „D„ 160 MPH EXP C ARCHITECT STATE OF FLORIDA lU , U, ROLAND A. ACRA AR NO 723 ]DATE. 06/01/18 01 BHEET 3 1J Ix4 DIAr-% 5-M. CHORD BRACING:, TYP. Ix4 STM. CHORD BRACING: IT O.G. MAX., SECURED W/ (2) lod COMMON NAILS • EA. CHORD INTERSECTION, TYP. u u u ■I_I MM I II II II II II II II I II II IIE,�II II A'T Ar A4 A3 _ A2 -�- 22'X54' ATTIC I I AGGESS J— _ I I I I I I I I IX4 DIAL. 5TM. CHORD BIRACINCs, TYP. .o" I, 3'-0, I, 3'-0" I, 2'-8" _7--_—�_ - Q I I II � HUC-41OW — — A� �pv � ✓ I — %tt I��' _0 _ _ GABLE END 5RACINCs SEE DTL. '4' SHEET D2 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W uxa w U W u 0 a F A stmDrv. as LOT: CREEKSIDE LOT 56 PRojzcT# 04321.000 056Rl MODEL• 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP C ARCHITECT- STATE OF FLORIDA ROLAND A. AR NO 93723 DA TEn 06/01/18 d9CALE: 1/4"= l' — Q" SHEET 4 D CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MITek USP SIMPSON MITek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4 (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" I (10)10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" } CG Z (2) HTA-20 2430 (2) HETA-20 2035 (12) lod x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" O Ln LUGT-2 2260 LGT-2 2150 BILK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) -1/4" x 2 1/4" TITEN, WOOD (16) 16d Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2 + 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3 + 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"0" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLELTO WALL 1210 PERPENDICULAR TO WALL (10) 10d x 11/2" (10) 10d x 1-1/2" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"0" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14) 10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 11/2", (16)10d (16)10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 1 1/2", (20) 10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20)10d (24)10d x 11/2" LSTA 12 ++ 930 LSTA-12 ++ 925 (10)10d (10)10d LSTA 18 ++ 1235 LSTA-18 ++ 1235 (14)10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14) lod (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d MSTA-30 ++ 2065 MSTA-30 ++ 2050 (22)10d (22)10d Q MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d K N KSTI236 3890 MST-1-36 3800 (36) 30d X 11/2" (36) 10d X 11/2" KTSI248 5140 MSTI-48 5065 (48) 10d X 1 1/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, 18) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) lod TO PLATE (6) lod x 11/2" TO STUDS MP34 525 IN F1 @ 160°% A34 515 IN F1 @ 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (.10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT &,HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 L6005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD LTS20B +++ 1100 LTT20B +++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD O HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,J IN CONC., (26) 16d X 2 1/2" Z HTT45 5005 FITTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" 4 UPHD11+ 14395 HHDQ11-SDS 2 S+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS X" x 2W WOOD SCREWS PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & 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 INSTALLED IN FACE. (14)10d AT JOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(10D%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10)16d TO HEADER, (10) 16d TO WOOD 33251125%) 3265(125%) HD4101F (CMU) 1950 _woo (CMU)0 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18)1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: z = HD210-21F (CMU) 1950 _w00 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18)1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 1950 5000 HUC210-3 (CMU) 1800 4500 118) 1/4"" x WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 BOGS LGUM26-2-SD is 1430 5595 14) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUI RLD FOR THIS APPLICATION PRIOR TO INSTALLATION. N +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" uj 0 A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HOG 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 PRIORTO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017",'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHO ING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. * TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 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. S. HEADER SPAN CHART & MINIMUM WALL & HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR3-12d HAND DRIVES @ EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS,' HEADER SPAN CHART 51NGLE STORY APPLICATION SIZE CLEAR SPAN DE3L 2 D5L 2 D5L 2 D5L 2 x 6 x & x 10 x 12 UP TO 5'-4" W-4" TO 1'-0' 7'-0" TO 10'-0" 10'-0" AND OVER TWO 5TORY APPLICATION DOLLN STAIRS 51ZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x 6 x S x 10 x 12 UP TO 5'-O' 5'-0" TO 6'-4' 6'-4" TO V-0' W-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER $ AN (Ft.) UP TO 5'-0' TO 9'-0" U.N.O. 4'-11 1/2" -1'-II I/2" AND UP NUMBER OF DEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF PULL LENGTH STUDS I 2 AT EACH END OF HEADER 2 x 12 (02 S1''P) i/16, 085 NAIL (3) 12d 6 6"-S" O.C. TYP. 2x12 BM./HDR. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W O C� r O w U W a r Q E avHa=v ae zaT: CREEKSIDE LOT 56 PROJZCT* 04321.000 056R1 moan 4EBB "1828-CALI" QAPAGIC EV Ma. LEFT P'AG�: CONNECTOR SCHEDULE 160 MPH EXP C DATE:06/01/18 8CALS: 1 /4"- f - 0" 8HRET 4*1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 126V OUTLET 20 AMP NNG E POLE IIOV OUTLET II®Y OUTLET 1/2 OF OUTLET WIRED TO SWITCH - `-a CFI —�J 110V OUTLET EQUIPED WASRNV FAUL INTER)P1ER !TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WISE CONVECTION --F�- WP --�F- CsFI EM. WATERPROOF OUTLET GROUND FAULT 1NTIBA MPTER SWITCH SWITCH 3-WAY OPIER �4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILINGS LIGHT VP VAPOR FROOF `Q\ LIGHT C0\ RECESSED CAN WALL SCONCE PRE -WIRED VENT. PAN I OPM PER SO. PT. VENT. PAN W&M-4{T 1 0" PER SO. PT. 1111 FUqE TI5 (SPEC's 7pD pY IBUILPER) FLUORESCENT 2DWR,4P _ 2' FLUOREGOINT =4 4'PIUORESCENY F-a--r�—n--I 4' TRACK L104T 0 PANEL METER OSMOKE S.D. wr HARDWIRE W/ 14AR11 A SS DETECTOR B.D. WALL MOUNTED SMOKE M1 C-rORI ®ATT. BlAcKjr W 4AoMM S/GO C421 DErEGtOR SHALL BE A OP NOT LE" (yj i�� PENDANT LICIT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER 13171317 SOME TO DE ELEVATED DISCONNECT A� rn, . TV. I I TELEVISION JACK O 1 J-5Ox TO ft SUPPORTED IN CEILING Ff+N/I_I gP_r ACCORDANCE W/ ®OX MARKED AS SUCH FOR FLOOD LIGHT OFr. SECURITY KEYPAD Pj% PUSH-mr-ON FOR cHrmae .-4�;• USB PORT LOCATION OP TV JACKS t PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501.4 FBCR btH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6T14 ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (20I1). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER P.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R404.1 OWNER'S SUITE PRE -WIRED `� CLG PAN \ LANAI CEILING LIVING ROOM MTD. LIGHT TO BE INSTALLED, GF1FI PROVIDE PRE -WIRED \ J-BOX FOR CLG FAN \ — — — — i .1=AN DINING ROO71 I i j W.I.C. 0. BATH VP ------ -- LAUN. � rill c —_ BDRM. #4/ _ _ DEN I PRE -WIRED CLG FAN RA N l WH ;� A (�CsFI r � P.B. roll I GARAGI _ 469 1 I DOOR L —— / WALL MOUNTED i LIGHT W/SWITCH IN / ATTIC / / y^�j / METER j j r, 6 3:: KEYLESS FIELD 4 LOG. CLG. FIXTURE VERIFY A OUTLET IRRIGATION OUTLET s 48' AP.F. GPI GARAGE ENTRY FOYER i ~ C \ L--------------------- ------------------------'/ COACH LIGHT OUTLET SWITCH IN FOR DW CABINET GF I FOPT. SINK',,, KITCHEN lL -11 PAN. RANGE S.D. O/ \—HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM.#3 M / PRE -WIRED / CLG FAN / I I r� n•e� FB , ; \\ BDRM.#2 PRE -WIRED CLG FAN W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts I Circuit Circuit Watts Description Space Space I 13kr_1 Pole T Wire #12 1 20 Exterior Rec tacle GFI for TUG 1200 1 2 #12 2 20 Irrigation Pump 1000 3 4 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 14 1500 Dishwasher GFI 20 1 #14 1 15 Foyer / Hall I Bed. #2 & #31 Bath #2 AFCI 900 13 6000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen, Pantry, & Dining Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & CIO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 ! Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Owner's Suite AFCI 15 1 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Ilrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 1 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 1 39 40 Space 1 41 142 Space Load subject to demand factor calculations / line 16000 1 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT rVTERRUPTER Total load subject to demand factor 43800 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 wits) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Us & Rec 3 W / Sq. Ft. 5484 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5549 Ckts# watts/ckt Total watts General Us & Rec Panel A 1 91 617 5549. SO AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL IOROV15IONS OF THE FBCR 6TH EDITION (2011) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL. BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHA5E SECONDARY ELECTRICAL SERVICE. PROVIDE 3 +M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3"2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG:.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 15OA/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP 120/240 VOLT I PHASE MLO PANEL GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F U W 0 F a N A E v BLJHDTV de LOT: CREEKSIDE LOT 56 PROJICCT# 04321.000 056R1 MODEU 4EBB "1828-CALI" GARAGE 89rnK1I LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP C ARCHITECT. STATE OF FLORIDA ROL AR NO 8CAIM 1/4"=1'-0" 11 i CALI EQUIPMENT 5CHEDULE 3 TONS MFG CARRIER G.U. 25I 45C536Af30+ AJ4.U. FX4DN(5,1=)03-lL FEAT SKID SEER 15 SEER TOTAL GAP 34800 ELECTRIC 208/230/INP 51;KR G.U. 35 A.N.U. 35 RE1= LINES 3/4' t 3/6" F W fU W 0 F U y O F A F stmnr . a LOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODEU 4EBB "1828-CALI" LEFT PACE: HVAC PLAN 160 MPH EXP J DATE: 06 j01/18 BICAUM 1/4"=1'-0" SHEET V (V 5 RV15AR VERTICALLY UV CONC. POUR CELL 8EE 8.0411+Y CODE FORMS FOR NSULATION R:-VALUES z TEXIUR12D FINISH va *'cm n 1/2' GYP. UIL. BD. WOOD BASE S '- z p STOP - 4' OONC, REINFORCED W/ 6'X6' U -a _- WIA1(WIA WLF OR R ON ro 6-MIL_ VAPOR RETARDER ON p WELL -COMPACTED CLEAN FILL. . ° TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRAMNG. ?p �w (2) 5 REBAR ON CHAIRS 1-STORY FOOTING W/ BLOCK WALL 1 SCALE, i 4' CONC, RE". W/ 6'x6' WIA)WUAO WUM ON 6-MIL POLY ETHYLENE VAPOR RETARDER L 4" CN UELL-COMPACTED CLEAN FILL I E1B TM 0 8, TREATMENT SHALL Be BORA-CAPE (1) 5 REBAR ON CHAIRS 4 THICKEN EDGE SCALE: w� w 6'X6' IUTAXUL4 �r FIRE -=mp cTEVAPOR LEA FILL TREATMENT TO BE APPLIED AT FRAMING. 5 REBAR ON CFIAIRD 1-STORY FOOTING 4A AT FRONT PORCHES SECURE P.T. BT{PL�TE QO'dL.ASiIW SECUIR T' W/ 6'xb' WAXWAO W11M ETHYLENE VAPOR ELL-COMPACTEO CLEAN (2) 5 WOW ON CHAIRS W/ CONC. ITE TREATMENT TO BE -CARE APPLIED AT PRAM Z q 4' a' V 4" (3) IS RE ON CHAIR* T_o• 2-STORY FOOTING W/ BLOCK WALL 1cJ SCALE:I/2'=I'-0" !U 5 REVAR SET IN SIMPSON HIGH STTRE14TT1 EPDXY 6' EMBED. MIN. L f _ 4' CONC, REIN. UV 69t6' URAXUfl" d- - ON ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON • °0 WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL 8E BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS e.MAIE TO STUD w AXLAB W/ J' HER 11AX i v 4' CO "FORCED W/ b'Wx' WL4XUA USF OR FI' iT1E8H O4 b-MI4 VAPOR RETARDER DELL -COMPACTED CLEAN FILL TERMITE A'1'MENT TO I°SE BORA-CARIE A ED AT HRA MIND. (9)4, REBAR ON IRS 2 m 2-STORY FOOTING 2 1 AT L. B. W. SCALE: 1/2' x l'-O" IV O.C. MAX HEIGHT OF GARAGE SECURE BT O UV;'x9!' VARIES WITH SLOPE I ANCH 2' R'1' EMBED. MINL • MA w ,EPQXY FOR EXPANSION PLATE TO SLAB W/ 10d NAIL . 32' OC. MAX I' No51 I¢ 0'-0' FIN. FLR ' CONC. REINFORCED W/ b'Xb' WL4AIM m = IA' RADI . OR FIBERME64 ON 6-MIL. VAPOR a OR R z ER ON W ATMEN TO BED 5OR I7E rPPLIE ENr F M BORE- APPLIED AT FRAMNCx. °a 1_g(2) 45 RE CHAIRS 12, MIN. BE • 1-STORY FOOTING 2 AT L.B.W. (W/ NO -UPLIFT) �.. SCALE: In'=1'-0' HEIGHT OF GARA4'E VARIE6 WITH SLOPE kscup R �' rEMBmo ED. FOR EXPANSICN 3 STAIR DETAIL SCALE, 11=I'-0' STUDS Ib, P6I • 28 DAYS BLAB REINFORCED W/ 5 x 6 - URAXIIA WUPM. • r F a J w m CONC. IW MFORGED W/ 6'X6' W1.4XUTA FICERMESH ON 6-MIL VAPOR w IgT ER ON SELL -COMPACTED CLEAN FILL. ITE TREATMENT TO BE I' -mom 4" BORA- APPLIED AT FRAMINC& (2) 5 MBAR CHAIRS GARAGE STEP-UP B L.B.W. W/NO UPLIFT vSCALE:I/2'=I'-0' GRACE a `' (U b MBAR VERTICALLY W/ CONC, [V 5 REBAR I Y 'x6' WLTXWIAO WIM POURED CELL W/ CONC. CEL -MIL PO ETHYLENE VAPOR r WELL -COMPACTED 8' CMB cmE CLE F TERMITE TREATMENT SHALL , OF m ,4 s 8�' 4' -GARS w F d Norm OPTIONAL USE OF - 4 • GARAGE ') 2'- ,4 TEIXTINED BY " 5 REBAR ON CHAIR* Q ° W/ 6'xb' W4XUTAV UAU'I Q WALLSTO DETERMINED BY DIVE > CN -M Y ETHYLENE VAPOR b ON WELL-COMPACTEP CLEAN BTUC(.O BUILDER BY DIVISION. STUCCO *TOP 9 C CRETE PAD ° F1 IT61'tEA'TMENT SHALL BE STOP � IGHt VARIES -�� CURB HEIGHT VARIES 167 ° W w � Z w (3) 5 ON CHAIRS 5 > 4 E 4' CON 1 REINFORCED IW 61X6' WAXWA 1' IECE&S FOR OK FUBERMESH ON 6-MIL VAPOR 86D. TRACK _o io 0 4' CONC. REINFORCED W/ 6'X6' WAXIM = ' d ° RPM ON WELL -COMPACTED CLEAN FINISH FLOOR IWF OR FIBER, 84 ON 6-ML. VAPOR .. • FILL. RMITE TREATMENT TO BE w P �� : RETARDER ON DELL -COMPACTED CLEAN ° BORE- RE APPLIED AT FRAMING. a - FILL TERMITE TREATMENT TO ME ARAGE STEP—UP Bow. -CARE APPLIED AT FRAMING. IX K 6E 2-STORY L.B.W. � m m U 4 ' a" '" [2)5 RIEB.AR ON CH5 I+ AIRS r3) N£BA CHAIRS %\ EXTENDED FOOTING e�p SCALE: 1/2' P I' -0" 1-STORY FOOTING 2-STORY FOOTING �\ *LAB 1 IR• cxm HE E6 �AT GARAGE � AT GARAGE SLAB AT S.G.D. ,�' 8 �. _ �n SCALE: 1/2'=I'-0' 10 SCALE:I'=I'-®' FI� 6 =i - io NG, Wr F. W/ 6'x6' WAXWIAO WUM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON DELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE ,( B CARE (2) 5 ON CHAIRS LAB AT GARAGE TIE VERTCAL MOAK SERVICE DOOR TOO HAORRII T o -0' FIN. FLR HOOK GROUTED BOND BEAM 14 NOT USED CAULK AND SEAL / — VARIES PER ELI d° J_L_iLl� GAA LINE � Pax4ED LINTEL CONT. (TYPJ I;: Fvc 6L EEVE 1 ) NOT USED e a ° S' LL OMU FILLED Cr(TYP.) FOR GAS LINE ' U 6' P/C CHASE THRU FOOTING 2X WALL FRAMING ` (4)K'X1' ANCHOR MOLT8 or (4)1SXT' IR' DRYWALL (8 03 It REBAR ON CHAIRS J-BOLB TS MN. ' EMBEDMENT UV 2'X2'XI/S' WASHER AND NUT SPACED EVENLY FROM WOOD BARE 2-STORY FLOOR TO BOND BEAM. SET IN JOINTS (3) 5 MBAR ON CHAIRS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) a ` EXT. /INT. FRAME WALL TO 4° 15 BLOCK WALL CONNECTION FOUR RLL VERTICALLY UV CONC, OUR CELL SCALE, V2'=1'-0' . °. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES S' CALL a INSPECTION QN FED 16 GAS LINE THRU BLOCK 1/)'GYP. WL W. _ z WOOD BASE F NOT USED Q w 4' CONC, RENF. W/ 6'ab' WIAXUL40 UUM I I° f`f ry p ON 6-MIL POLY ETHYLEENE VAPOR ( RETARDER ON IE1L-COMPACTED CLEAN 0'-0' FIN. FLR I L WV FILL TERMITE TREATMENT 814ALL BE • p I BOR A -CARE - TIE VERTICAL REBAR �a�.a14 , ° ad '° a ` ° TO HORIZONTAL 5 (2) W15AR • I -STORY - I °- 9 d.° MISAR W/ 10' HOOK (3) 5 REBAR • 2-STORY Zor OUTSIDE REBAR TO ME 6' PVC CHASE THRU FOOTING �.e �.� �• r CONTINUOUS ��.I. _ (1)5 Vrw. DOI.BL a m " a d LAPPED W/ *CND BEAM W !V 5 REBAR AT CORNERS L p 14TORr UV 28' LAP MIN. in 4" 8' 4" (2) 5 REBAR ON CHAR I. -a.. 2-STORY (3) 5 REBAR ON CHAIRS HORIZONTAL/VERTICAL PIPE THROUGH"I REINFORCING 1-STORY FOOTING SCALr: 14'-1'-®' REBAR LAP AT FOOTING TYP. REBAR LAP c AT LINTEL CORNERS D W BLOCK= WALL ALL, EXTERIOR FOOTERS AT 7 IT%,TISH SL,AB'S 70 BE MINT. 12" BIEI�OW UNIaISTURBEID SOIL, 4 ONG REINFORCED W/6'Xb'WL4XUL4 OF FIBERME64 ON 6-MIL- VAPOR RET ON DELL -COMPACTED CLEW FILL. TE TE TREATMENT TO BE a^ BORA- APPLIED AT FRAMING. v-o• I_b(2) OD REiBAR CHAIRS 1-STORY FOOTING AT L.B.W. (W/ UPLIFT) 7. 4' CONC, RENT. W/ 6'x6' WAXWAO WI.M ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON UELL-COMPACTED CLEAN 4^ 4' FILL TERMITE TREATMENT SHALL BE BORA-CAI GARAGE STEP-UP 5 NON -BEARING SCALE:I =I'-0' ea 4' AXWIAO WUM ON _ i[ Y E VAPOR RETARDE �IEL R GMI LEFILL TERMITE RFA A BE BOR4-CARE IRAGE STEP- V' NON -BEARING EXTENDED STEP RE , INFORICED W/ 6'X6' IAA; C FIBERtESH ON 6-MIL VAPC ? RETA ON DELL -COMPACTED C FILL. TREATMENT TO EIE in -o4' IBM APPLIED AT FRAIMNG. (2)45 ME" AIRS GARAGE STEP-UP 6 L.B. W. W/ 2 =� UPLIFT 6CAL�E STEMIUALL TO BE MIN. 3 COURSES C-ONC. REINFORCED W/ 61Xb' W )=A 'WKS OR FIBERMEBH ON 6-MIL VAPOR z U-' tE ER GN UELL-COMPACTED CLEA 2= FILL. ITE TREATMENT TOM e' a 4• , EIORA.- APPLIED AT FRAMING. 2 0 (3) 45 REBA CHAIRS GARAGE STEP-UP 2-STORY L.B.W. W/ UPLIF Sri SCALE:I/2'=I'-0' NOT USED W/ w Q °.° �a . RENF. W/ 65c6, WAXUL40 or -MIL POLY ETHYLENE VAPOR " TAROER ON DELL -COMPACTED CLEAN d FILL TER'IITE: TREATMENT SHALL. ISE -CARE w(2) 5 ON CHAIRS mO 4' I' 4" I' - s° GARAGE STEP-UP 2-STORY L.B.W. W/NO UPLIFT 6C EXTENDED FOOTING SCALE: RECE88 FOR v I�PJ" GARAGE DOOR m 4' GONG. F:ENF. W/ 6'x6' WAXWIAO UVI ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON U)rL1_-C4MPACTVD CLEAN PILL TREATNT SHALL BE BORA--CARE TEWITE ME (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE, IR'=I'-0' a" VARIES 3. g. CU 5- d SHOWER RECESS w� PER ELEV. BOND BEAM CLEANOUT REQUIRED FOR INSPECTION 0'-0' FIN. FLR IE VERTICAL REBAR ° 4 a HORIZONTAL Q.:n R W/ 10' HOOK mp /HO RIZ 0 NTAL/VERTICAL REINFORCING AT F BEARING CHANGE CONTROL DATE: 07/01/1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4076 www.abdesigngroup.com AA #: 0003325 r-4 0 U rq O F Q h A ti stmi)XY. ale LOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MOaELa 4EBB "1828—CALI" GARAGE BlnNG: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP C ARCHITECT - STATE OF FLORIDA Juj ;0 v n ]DrnngT -I A06/01/18 ECALM 1/4$$=1'-0" 8HZET D� PI5ERGLASS SHINGLEG OVER 030 FELT PAPEI INSTALLED PER F5CI RR505.1.1 ON I}' 0.52 SHEATHING OR J" CD PLYWOOD SECUREI PER FASTENEI 5CHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EM5ED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1- STORY 1 ]BLOCK WALL SCALE: 3/4" 'YT,i9 X' DRYWALL I'X4' OR I'X2' P.T. NAILER ElIx4 P.T. OR °Y%X4' MIN. SECURE THRU FRAME 1 ❑ EXTEND 1-41 INTO BLOCK W/ %' tAPCONG OR DRIVE PIN (MIN. 514ANK SIZE .145 MIN. HEAD 512E 300 MIN. EMBEDMENT 1-Y% WITHIN S' OF EACH END 4 18' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A9 DOOR JAMB TO BLOC 4 K +9 4 OR /w1 WINDOW TO BLACK +S/ OR +5/+5 iEE'. ENERGY CODE FORMS FOR JSULATION R-VALUES GYPSUM 50ARD OR �" HIGH TRENGTH CLG. 5OARD ONC. FILLED LINTEL 5LK W/ (U i REBAR CONTINUOUS RECAST LINTEL EE'. ENERGY CODE PORMS FOR 5ULATION R-VALUES . INDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL lU 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS A 16" O.G. 8" CMU 1/2' GYP. WL- 5D. WOOD EASE FIBERGLASS SHINGLES OVER 050 PELT PAPER INSTALLED PER P5CR RRS05.1.1 ON J' 0.5.5. SHEATHING OR 2'" CDX PLYWOOD SECURED PER FASTENER SCHEDULE: MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. 5OFFIT PRE-ENG. G:A5LE TRUSS WEEP SCREED (SEE: DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2'xS' A.5. w/ 2' DIA. WASHERS, 1' MIN. EM5EDME'.NT WITHIN 8" OF EA. END, 32' O.C. MAX IN FIELD. CONC. PILLED LINTEL 5LK W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) N5 REiBAR- VERTICALLY W/ CONC. POURED CELL 8" CMU 2x4 BLOCKING 5ETWEEN TRUSSES At PIRST FIVE 5AY5 4'-0" O.G. (AT SHEATHING SEAMS) 5tIFF5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED E:NG. FOR SIZE AND CONDITION) TYP. PRE-ENG WD. TRJ55 24" O.G. o.H. MAX. 1- STORY 1: IV GABLE BLOCK~ WALL SCALE. 3/4" =1' -0 2X4® SECURE TO BLOCK W/ Yo' 2X4= TAF'GONS OR DRIVE PIN SECURE TO BLOCK W/ W6' (MIN. SHANK SITE .14E TAPCONS OR DRIVE PIN MIN. HEAD SITE 300 (MIN. SHANK SIZE .14b MIN. EMBEDMENT 1149 MIN. HEAD SITE 300 WITHIN B' OP EACH END 4 MOTE, STRUCTURAL IX MUST DE IB O.G. MAX SPACINIG. MIN. EMBEDMENT I Y%) WITHIN e' OF EACH END 4 7 DE ON OUTSIDE 4 SECURED THROUGH 2X6® NON-STRUCTURAL W4' TAPCON ID'Or- MAX SPACM6. ON TSIIPM $U RED TN1701UGIH NON-STRUCTURAL �4,' CURE TO - `' MIN. I-Y4 EMBEDMENT INTO 2X6 TAPC.ON MIN. I-Y% EMBEDMENT TAFCONB OR DRIVE PM BLOCK, SECURE TO BLOCK INTO MOCK(MIN. SHANK SIZE Job WR-i(�.' TAPCONS OR MIN, HEAP SIZE 3" , CMU DRIVE PM MIN. EMBb-DP'[ENT I Y. J4• DRYWALL (MIN. SHANK SIZE .1415 U WITHIN 8' A= EACH END 4 'x4' OR I'x2' P.T. NAILER MIN. HEAD SIZE 300 15' DRYWALL Is, O.C. MAX SPACING- 2X8� ❑ MIN. EMBEDMENT I v) WITHIN W OF EACH END 4 ❑ 'X4' OR I'x2' P.T. NAILER SECURE r0 BLOCK W/J-%. 7(4' 0.5.5. X 4' MPL 18' O.G. MAX SPACINI TAPGONO OR DRIVE PIN DOOR CAGING 2XO� (MIN. SHANK SIZE .14b WCURE TO BLOCK W/U-V,' DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN MIN. ET•IBEDMENT I Y<') ATTACH TO 2X PER (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW WITHIN 8' CF EACH END 4 MAN4FACTUREB DETAILS. MIN. HEAD SIZE 300 AttAGH TO 2x PER IS, OL. MAX SPACING. MM. EMBEDMC-Nt I Y%) MANUFACTURES DETAILS. MOTE= SHAM AS NEEDED TO PLUMB WITHIN S' CF EAC) END 4 15' OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EKF_ED A.) JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1 DOOR JAMB TO BLACK +3" inl WDMOW TO BLOCK +1-15 0 may+\ WIIdDOW TO BLOCK +3" CONT. 2x4 RAT RUN SECURED W/ (2) 12d's g EACH TRUSS SEE ENERGY CODE FORMS POR INSULATION R-VALUE:: 5/8" GYPSUM 50ARP OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE PORM5 FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTUR1=S SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. PURRING STRIPS tT 24' O.G. 1/2' GYP. WL. E D. WOOD EASE L. 2X44m SECURE TO BLOCK W1/4 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END < ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL W6' 2x6.= TAPCON MIN. I-Y4 EMBEDMENT SECURE TO BLOCK INTO BLOCK W/1-1/4' TAPGONS OR DRIVE PIN (MIN. SHANK SITE .14b , GMU MIN. HEAD SITE 300' DRYWALL MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER I8' O.C.NG. . MAX SPACI2XS® ' O.O.S. X 4' MIN. fA-!TAC4TO SECURE TO BCKLOWA-1/4'TAPCONS OR DRIVEINOOR CASING (MIN. SWANK SITEOOR JAMB OR WINDOW MIN. HEAD SITE 30ID 2X PER MIN. EMBEDMENT 1 Y4) ANUFACTURES DETAILS. WITHIN 8' OF EACH END J NOTE, SHIM AS NEEDED TO PLUMS 18' O.C. MAX SPACING. JAMB CPO NOT EXC ERO XV ) DOOR JAMB TO BLOCK +3-7/I0" r� WINDOW TO BLOCK +3--7/18" SCALE: 3I8'=I'-0 2X4s 2X4,� It/• TO � STACPCONS SECURE TO BLOCK W/ i(.' t0 �DRIV OCK W/ OR DURE PM SE4CJRE TO IBLOCK LLA4' TAPCONS OR DRIVE PIN TAPSECURE N B OR DRIVE PIN (MIN. SHANK SIZE .14b 1APCONS OR DRIVE PIN (MIN. SHANK 811E .145 (MIN. SHANK BITE .14E (MIK 6 MIN. HEAD SIZE 300 (MIN. SHANK SIZE." MIN. HEAD BITE 300 MIN. HEAD 611E 300 �T 4YIS WITHIN a, MM HEADilk D 30Y0) MIN. EMBEDMENT 1 Y4') WITHIN B' OF EACH END 4 IB' O.G. MIN. ETIBEDMENT I Y%) WITFFM aEf� MAX SPACING. NOTE: STRUCTURAL 2X MUST WITHIN V OF EACH END 4 NOTE: 2X MUST MAX SPACING. B' OF EACH END 4 IW OL. MAX SPACING:. NOTE: STRUCTURAL 2X MUST 2Xb,m BE ON OUTSIDE 4 SECURED 18' OL. MAX SPACING. BIE ON OUTSIDE 4 SECURED TN7N 2Xb:m 2X6® DE ON OUTSIDE 4 SECUI�D SEOIRE TO BLOCC THROUGH NON-STRUCTURAL 2X6 ROUGH STRUCTURAL SECURE TO BLOCK W/2-%' SECURE tO BLOCJC W/I-!(4' WCURE NON-STRUCTURAL W/2-%' TAPCCNS OR %' TAPCON MIN. I-Y% SECURE TO BLOCK W/1-1/4' %' TAPOON MIN. 1-Y% TAPCONS OR DRIVE PIN S OR DRIVE PM TARCO(MIN. '� TAPCON MIN 144' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK. SHANK SITE .14b (MIN. SHANK SIZE Job EMBEDFTII.lT INTO BLOCK (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8. CMU MIN. HEAD $IZE 300 MIN. EMBEDMENT I V) MIN. EMREDI'ENT 049 WITHIN 8, CMU MIN. EMBEDMENT 149 y�, D gLI MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 8' CMU 8' CF EA04 END 4 IS' OL. A' DRYWALL WITHIN S' OF EACH END , , , IX4' OR 1 X2 P?. NAILER WITHIN 8' OF EACH £ND 1 K' DRYWALL 10' O.C. MAX SPACING: Yj' DRYWALL MAX SPACING- I'X4' OR 1'X2' P.T. NAILER 4 15' OL. MAX SPACING. 2XB� 2X SECURE TO 18' OL. MAX SPACING. 2X84� I'Xd' OR I'X2' P.T. NAILER ❑ 2x8:® SECURE TO BLOCK W/J-314' ❑ I'X4' OR I'XJ' P.t. NAILER OCRCASING 2X8� GASINKs BECLLR-c TO BLOGC ' BtRUC1URAL MEMBER W/(2A2d WITHIN B' C= EACH SECURE TO ILLOGIC WA 114' ' P.T. X 4' MIN. TAPOONS OR DRIVE PIN TA OR DRIVE PINS (MIN. SHANK 812E U4B w/z- TAPCONS oR DRIVE PIN END 4 6' TO B' OL. MAX TAPC.ONS OR DRIVE PIN (MIN. SHANK SIZE .145 oR CASING (MIN. SHANK SIZE .14E MIN. HEAD SIRE 300 DOOR JAMB OR WINDOW ATTACH t0 MIN. HEAD SIZE 300 MIN. I Y4) WITH DOOR JAMB OR WINDOW ATTACH t0 2x PER (MIN. SPANK STYE .14E MIN. HEAD 812E 300 CAGING DOOR JAMB OR WINDOW MIN. HEAP SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW MM. EMDEDMtTU7 I Ya') WITHIN 8' OF EACH END t 18' cc. 2X PER MANUFACTURES DETAILS. EMBI?'pMENt 8' OF EACUH END < a OL. MANUFACTLLRES DETAILS. MIN. EMBEDMENT 1 Y%) WITHIN 8' OF EACH END 4 1TACH TO 2X PER MANIFACTURES DETAILS. WITHIN 8' OF EACH END 4 AITAGH To 2x PER ANUPAOTUREo DETAILS. MAX 6PACING. SHIM 48 NEEDED TO PLUMB MAX SPACING. NOTE, 84M AS NEEDED TO PULING 18' O.C. MAX SPACING. NOTE, S41M AS NEEDED To PLUMS 18' OL. MAk 6PAGINCz NOTE: SHIM AS NEEDED YO PLUMB JAMS (DO NOT EXC=) Y4') JAMS (DO NOT Excrro X JAM (DO NOT EXCEED Y%) JNMB (DO NOT EXCEED Y4') B' CMU JS' DRYWALL I'X4' OR 1'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-)4 INTO BLOCK W/ '14,' TAFC 746 OR DRIVE PIN ❑ (MU1 SHANK SITE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN V OF EACH END 4 18' O.C. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH t0 IX PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO P IMS JAMB (DO NOT £xc££D Y4') DOOR JAM® TO BLACK +9 4 OR +5/4 ill WINDOW TO BLACK +S/ OR +5/4 SCAL :3)Sc�BE_ C DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLACK +2 1/g DOOR JAMB TO BLOCK +S" DOOR JAMB TO BIDCK +S 9J4' v (B WINDOW. TO BLOCK +1-1 %D WINDOW TO BLOCK +2 1 4 ''' (F WINDOW TO BLACK +S' 4 H WINDOW TO B[OCIC +S S 4" J-1 e SCALE: 3/D-I'-0' SCALE: 3/8'.1'-0' BGALE: 3/B'=1'-0' SCALE: 3/8'.1'-0' FASTENER SCHE©ULE NAIL REQUIREi 1ENT5 �LL TOP CORD BLOCKING AT 4' ROOF DIAPHRAGM USE 1/16' O.S.B. OR 112' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. RAGE SHEATHING TO GABLE END FRAME USE 08 GUN NAILS . 4' OG. SIZE HEAD I LENGTH I DIA TENSILE STR 8d RouNDJ`IOpirso 1 i/8' .113 170000 OR T 10d RO NDIMODIFIED 2 1/8' .128 170000 O.G. MAX. IN FIRST 2 FRAMING NOTE . TYP. EXT. SHEATHING ATTACHMENT q J, SPACES AT EACH END. FOR SHEAR 4 UPLIFT (O.S.S. TO BE STRUCTURAL 1 RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING NOT REQUIRED EXCEPT 4o OPENINGS EXTERIOR SHEATHING NOTE; NAILS TO 5E MFG. 5Y MEMBER OF INT- STAPLE, NAIL 4 TOOL AS CIATION USE 1/2' CDX OR i/16' 085 PLY WITH 08 RING SHANK GUN NAILS AT 6' 1. 0,113 INCH NOMINAL SHANK DIAMETER 7 z OG. AT PANEL SIDES AND M'8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0,012 OVER SHANK DIAMETER C INTERMEDIATE SUPPORTS OR 1/16' YIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH 3 ROOF eHEATI4 LNG LA'I'OUT (INSTALLED PER MANUR SPECS). SEE DETAIL. 4. 028PJ INCH RILL ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL 5E PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER 5. 2 NCH NAIL LENGTH ,4NI� ENDUJALL BRACING -ROOF DESIGN PRESSURE EASED ON WORST CASE T 5UILDING LENGTH 101R GA5LE ENP FRX IING •6 RING SHANK GUN NAILS B 4" OG- TOP 4 50TTOM EDGES FIBERGLASS SHINGLES OVER 030 PELT PAPER INSTALLED R P5CR RR905.1.1 ON i" OS.B SHEATHING OR J" CDX \ PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE — 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFPBAC t ALL — UPRIGHTS OVER-10" HIGH (SEE SEALED G. FOR SIZE: 4 CONDITIO O.SS. SHEATHING: OR �" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8' THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALVT) METAL LATH ON FORTIFI5ER JUM50TEX GRADE "D' PAPER OVER TYVEK 5UILDING WRAP (RE:PER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP 5CREED (SEE DETAIL 1/WA2— SECURE: GABLE TO 2x6 P.T. PLATE W/ 12d's 8" O.G. MAX SECURE: 2x6 PT. PLATE TO 5L / }11x0' ANCHOR 50LT W/ 2" W ER SET IN SIMPSON HIGH S NGTH EPDXY 1" EM5ED. MIN 32" OC MAX. V THICK, 3 CO PORTLAND CEMENT PL TER APPLIED DIREC Y TO MASONRY z Q I- ORY GABLE / VAULT CLG. LO C K WALL SCALE: 3/4" =1' -0" N 0 P 0 2X6 P.T. SECURED TO MASONRY w/ I/2'x9" A$. w/ 2' DIA. WASHERS, 7' MIN. EME3EDMENT WITHIN W OF EA. END, 32' O.G. MAX IN FIELD. L7 08 2' DECK SCREWS 4M 6'-8' O G. MAX 6 EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SU54:1-OOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING 5ETWEEN MISSES WHERE "X' 5RACING IS PRESENT PRE-ENGs GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's e EACH TRU55 TO BE INSTALLED a MID. O.C. OF TRUSS SPAN, OR 10'- " G MAX. SEE ENERGY CC)6E FORMS POR INSULATION R-)/ALUES ,BOARD OR 4' HIGH CLG. 50ARD x4 a 24" O.G. + INTERIOR KNEE WALL GONG. PILLED LINTEL BLK W/ (1) a. wo REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) •5 REBAR VERTICALLY W/ CONG. POURED CELL Ix2 P.T. FURRING STRIPS m 16" O.C. " GMU I " GYP. WL. 50. NOTE: PER 1=5CR R905.1.1 - 1=CR R001= SLO \EN LESS TL4AN 4:121 A (2) LATER UNDERL SYSTEM IS REQUIRED. FOR ROOF SLO4.12 OR GREATER, (1) LAYER UNDERLPERMITTED BUT MUST BE PER ASTM II, ASTM D 4869 TYPE IV, OR ASTM D 11 IX4 DIAGONAL BTM. CHORD 5RACING, SEE PLAN POR LOCATION PRE-ENG'D WOOD TRUSS (TYP) ea 24" O.G. MAX SIMPSON HETA-16 (TYP) VERIFY 7W/ TRUSS PLAN CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36" O.C. MAX 0 TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS a EA. TRUSS CHORD GABLE END BRACING 5GALl=: 1/2"= I'-0" C05 RING SHANK GUN NAILS • 6" O.C. IN FIELD TT-P. EXT. 8HEATHIIN4 ATTACHMENT FOR ROOF SHEATHING (OZJ5. T(,) BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 44 w y W U w 0 F U w A F A 11 19UBDM ea LOT: CREEKSIDE LOT 56 PROJECT* 04321.000 056R1 MODELt 4EBB "1828-CALI" IMARAG•E FWMG: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP C ARCHITECT- STATE OF FLORIDA 0 y ! lg ROLAND A. ACRA AR NO 93723 DATE., 06/01/18 MICALIM 1/4 :1BER�sLASS SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 05.1.1 ON 1, O.S.B. SH ATHINGS OR 4' CDX P YWOOD SECURED PER FASTENER SCHEDULE PRE- NG WD. TRUSS 24" O.C. MAX. MTL. "DRIP EDGE 2X4 OR 2 FASCIA PER EL VATIONS VENTED ALUM. OR --IT 1/2" CDX OR i/I6" dZ85 SECURE TO WALL R FASTENER S'HEDU ON SHEET D OR -t/ib' ZI SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8' THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE "D" BUILDINGS PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL -115AUA2 CONIC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO z F 2-STORY WALL SECTION SCALE. 3/4" =1' -011 OVER 030 FELT PAPER INSTALLED PER FBCR weor2.1.1 ON a" 0.&5 SHEATHINGS OR }" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE -- T 2X4 OR 2X6 FASCIA PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2" CDX OR 1/16" 055 SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR -1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE DETAIL 15, SHEET WA2 2X6 P.T. SECURE W/ 1/2'X9" ANCHOR — BOLT 32" O.C. MAX. NAIL (SABLE TO 2X6 W/ 12d NAILS 6" O.G. MAX. FIBS LASS SHINGLES OVER EMBED. STRA *30 LT PAPER INSTALLED VERIFY W/ T SS F'E FBCR RR905.1.1 ON J' - PLAN O.S B. EATHINGS OR i" CDX SECURED PER PLY\A5CIDA ENER SCHEDULE SEE ENERtSY CODE ORMS MTLIF EDGE FOR INSULATION R ALUES 2X4 ORASCIA 5/8, GYPSUM BO OR 1/2' PER TIONS HIGH STRENGTH LG. BOARD DOUBLE TOP P ATE VENTED . S IT WINDOW HEAD R SIZE VARIES 1/2' CDX /16" SB —�`PER WINDOW PENING SEE SECURE LL P RHEADER SP N CHART FOR FASTENEHEDULDETAILS HEET DWINDOW A ACHME�iT AS PER -1/16, ZIPMANUFA URES SPECIFICATIONS SHEATSYSTEMWINDOW ILL (INSED PER2x6 ST DS a 16' O.C. MAX W/ MSPECS.)INSUL.EE ENERGY CODE FO FOR INSULATION LUES 4 GS SUBFLOOR GSLUED AND SCE K, 3 GOAT CEMENT PLASTER REWED AS PER FASTENER APPLIED TO METAL EDULE ON SHEET D2 LATH OVER 2 LAYERS PRE-ENGS FLOOR TRUSS ( INSTALL PER MFG. SPECS.) I" GYPSUM BOARD OR J' HIGH STI;;r=NGSTH CLGS. BOARD IX2 NAILER/DRAFT STOP SEE ENERGY CODE FORTS FOR INSULATION R-VALUES PRECAST LINTEL WI OW ATTACHMENT AS PER MA FACTURES SPECIFICATIONS PRE AST CONCRETE SILL (1) «5 BAR VERTICALLY W/ CON POURED CELL Ix2 P.T. FU RINGS STRIPS is " O.G. S" CMU 1/211 GYP. WL. D. el. WOOD BASE 0' F....._ FIN. FLR SECURE TO TRUSS W/ (2) 12d NAILS OF GRADE "D' BUILDINGS PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL 15/WA2 5/8" THICK, 3 OAT PORTLAND 9EMENT PLASTER LIED DIRFI,TLY TO 2-STORY WALL SECTION SCALE: 3/4' =1' -0' 1.-011 TYF. O.H. 2x4 BLOCKING BE TRUSSES At FIRST BAYS 4'-0' O.C. 6 SHEATHINGS SEAMS? PRE-ENCS OD. TRUSS 24° O.G. x I . 2x4 RAT N SECURED 12dIS s CH TRUSS NERGY ODE FORMS FOR ATION -VALUESYPS BOARD OR ICsH RENGTH CLG. RDL TOP PLATE O HEADER SIZE VARIES NDOW OPENINGS SEE ER SPAN CHART FOR ILSW ATTACHMENT AS PER FACTURES SPECIFICATIONS OW SILL 2X6 STUDS is 16" O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES Jq' T 4 Gs SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 O L PRE-ENCx FLOOR TRUSS (INSTALL PER MFG. SPECS.) A" GYPSUM BOARD OR J' HIGH STRENGTH CLGS. BOARD I NAILER/DRAFi STOP GONG. FILLED LINTEL BLK W/ (1) M5 REBAR CONTINUOUS EE ENERGY CODE FORTS R INSULATION R-VALUES P CAST LINTEL WIND ATTACHMENT AS PER MANUF CTURES SPECIFICATIONS PRE-C T CONCRETE SILL lU'S REB R VERTICALLY l W/ CONC. P URED CELL "r Ix2 P.T. FURR STRIPS a 24" 8" CMU 1/2" GYP. WL. WOOD BASE PRE-ENGS GABLE TRUSS LJLI\3L vv p IIxaLGJ _ VER w30 FELT PAPER SPF STIFFBACK (SrE SEALD TRUSS L LED N FE3CR ENGS. PACK FOR SIZE 4 CONNECTION) RR9 ION" OS$ 2x4 SPF BLOCKING: BETWEEN SHEATH() 7/° GDX TRUSSES AT FIRST (5) BAYS 4'-0' PLYWOOD RED O.G. (AT SHEATHING SEAMS) PER FASTS NOTE- SCHEDULE DIAGONAL BRACE o MTL. DRIP EDGE PRE-ENCS TRUSS 24 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL ELEVATIONS O.C. MAX. BRACE TO BE a ANY SPAN SECURED W/ (3) 12d IV-0" OR GREATER. REFER NAILS TO TRUSS ENGS. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS REINFORCEMENT. D2 FOR SHEATHINGS FASTENER PATTERN 0-0" TO 30'-0" (1) 1/2" CDX OR 1/16" OSB X-BRACE SECURE TO WALL PER 30'-11 TO 60'-0" (3) FASTENER SCHEDULE X-BRACE (1) X-BRACE ON SHEET D2 * CENTER AND (2) OR 1116" ZIP SHEATHINGS BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) (2) 12d's ® EACH TRUSS TO END 2X4 W/ 3/8" X 5 LAGS (2) 2x4 #2 S.Y.P. DIAGONAL BRACE W/ 032" O.G. MAX. (3) 12d's o EACH TRUSS DIAGONAL GABLE SIMPSON/, MST 4 m X-BRACINGS TO COVER 5-TRUSSES '� X-BRACING 3211 G. MAX. 5/8" GYPSUM BOARD OR 1/2' HIGH _ _ II D TOP PLATE STRENGTH CL3, BOARD SCALE: 3/4 -I 0 2 UD 16' OG. MAX. I RGLASS SHINGLES OVER *30 FELT PAPER (OR a OVED EQUIVALENT) ON O.S.B. HEATHING OR '20 CDX PL COD SECURED PER F STENER SCHEDULE PRE-ENG TRUSS TL. DRIP EDGE 2x4 OR x6 SUB -BAND PE ELEVATIONS VENTED UM. SOFFIT 1,000* UPLIFT ONNECTOR 2 SYP *2 D TOP PLA E ZIP SH THINGS SYSTEM NSTALLED PER MAN . SPECS.) OR WALL SHEATHING 2x8 SYP *2 WOOD STUDS AT 12" O.G. MAX 2x8 P.T. SYP 02 0 SOLE PLATE z �z Q 0 �r WEEP SCREED PER ASTM 926-C 4 1063-G z tu (SEE DETAIL 2/D3 �w O z *5 REBAR s+ iro MX, O.G. AIN w CONCRETE z POURED C L, 0 0 VERIFY P PLAN. �0 O R-4.1 N u INS LATION m Z Iu fL _ W LL CTION - OOD FRAME TO B LOCK WALL PROVIDE EAVE BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTILATION / PER FBEC R4022.3 x.XX.XyJ ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF_ SEE ENERGY COD FORMS SPECS.) OR FOR INSULATION -VALUES. WOOD SHEATHINGS a" GYPSUM BO D OR 2" WW��AYUERR HIGH STRENGT CLG. WRB LAYER 02, FORTIFISER BOARD "> SUILDING PAPER r METAL LATH SIMPSON FASTEN TO WOOD STRUCTURAL 51=2 a E s; MEMBER * IS O.C. MAX 2X8 STU s,,+--'f/e' TEXTURED FINISH • WOOD 'M' TYPE CONTROL JOINT FRAME TO BLOCK CONNECTION SEE DETAIL ID/DI " RY WALL W METAL LATH STRIP 6' WIDE STRIP SELF ' DIA ANCHOR BOLT 'ADHESIVE FLASHING:, CLEAN AT 10" O.C. MAX WITH rt" MASONRY BEFORE APPLYING EMBEDMENT AND 2" TEXTURED DIA. WASHER FINISH a MASONRY a' CMU SIMF50N 5P1 0 EA.2xa STUD VERTICAL CONTROL ]BETWEEN DISSIMILAR (1) COURSE TIE -BEAM ATERIALS POURED SOLID WITH CONCRETE. (I) *5 SCALE: N.T.S. REBAR HORIZONTALLY " T 4 G SUBFLOOR GLUED PRECAST LINTEL ND SCREWED AS PER FA ENER SCHEDULE ON WINDOW ATTACHMENT AS SHEET D2 PER MANUFACTURES SPECIFICATIONS FASTEN 2X4 BBON C� CMU) W/ (5) 126 N S A PRECAST SILL PRE -EN OR SS 2 P.T. FURRING STRIPS (INSTALL EG Iro11 O.C. GONG. F I EL BLK W/ 811 MU (1 B CONTINUOUS 1/2" F. WL. BD. IB B O N (1) *4 NTINUOUS REBAR 6 FASTENING DET WOOD SE SCALE. 3/4" =1'-0" *4 REBA 48' LONG W/6" HOOK g 24" O.G., MIN. 24' IN S B /� ROOF TRubs UPLIFT 21 —011 (IV1IN. CONNECTOR NOT N SLAB) SHOWN POR CLARITY (SEE I SHOP DW3S.) a a a W1.4XWI.40 WWM ON -MIL EXI-I=RIOR WALL Ln_ �4 POLY ETHYLENE V FOR SHEATH �EStsE FASTEN EACH STUD ' ° ' RETARDER ON TO DBL. TOP PLATE a W/ U8P SPT24 NAIL WELL -COMPACTED CL AN PER MANUF. SPECS. FILL TERMITE TREATME T 21-011 SHALL BE BORA-CARE SECTION AT TOP �i AIjR$ ON CONTINUO CHA/�OF EXTERIOR WALL l0 JSCALE: NTS PRE-ENG GABLE TRUSS NOTE: SPF STIFFBACK (SEE SEALD TRUSS DIAGSONA ACE m ENGS. PACK FOR SIZE 4 CONNECTION) CENT OF TRUSS 2x4 SPF BLOCKING BETWEEN SI OR HIGHEST TRUSSES At FIRST (5) BAYS 4'-C" IDGSE. DIAGONAL O.C. (AT SHEATHINGS SEAMS) BRACE TO BE A ANY SPAN 15'-0' OR GREATER REFER TO TRUSS ENGS. FOR P • T S 24 ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. SECURE TO 0'-C' TO 30'-0" (1) TRUSS W/ X-BRACE (2) 12d 30'-1" TO 60-0" (3) NA X-BRACE (1) X-BRACE ® CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END CONT. 2x4 SPF RAT RUN SECURED 2-STORY (2) 12d's m EACH TRUSS ABLE END (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's ® EACH TRUSS DIAGONAL S _ X-BRACING: TO COVER 5-TRUSSES BRA 5/8' GYPSUM BOARD OR 1/2" HIGH8 STRENGTH CLGS. BOARD SCALE: 3/4" _ ° XTERIOR WALL STUDS i WALL SHEATHING FASTEN STUD O BLOCK WALL WITH USP MST STRAP WITH FASTENED AS INSTALL STRAP • EA UNA) 1 SPACE STRAPS AS OUJS: -1110 MPH -170 MPH 'B': 32.0 -160 MPH 'C': 32' O.C. -140 MPH 'C' 48' O.G. TOP OF STUD WALL - SOLE PLATE TOP of _ KA-609RT WALL CMU BLOCK WALL PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL S AT EACH WINDOW STUD Mlv !I 0d COMMON NAILS J t TUD (0.148 DIA X 1 1/2` STRAPS INSTALLED OVER WALL SHEATHING: FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD BACKING DO NOT PLACE SCIREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL 3/16' DIA. X 1-1/4' LONG TAPCON MASONRY XTERIOR STUD WALL CONNECTIO TO FIRST FLOOR MASONRY WALL 3 SCALE: NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 mo �w y w U W 0 F 0. U w A A BLTHDIV. a LOT: CREEKSIDE LOT 56 PROJzcT# 04321.000 056R1 MOIDEL: 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP C DATPM: 06/01/18 OCALE: 1/4"=1'-0$1 9I=ET D3 TOP PLATE I "OjC. MAX. SECURE 2X4 W/ 2-V4' TAPGONS OR DRIVE PN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya' W/bI. 1=A. END NOT to E>gmEm 2X4 SOLID ING SECURE T_QAS4EATWIN3 WITH MIN. d PIER BLK EA END N.T.5. #NOTE.- NAIL 514EATNING TO ALL 2X AS PER EXT. 54AT# 41NG NAILING, ad 4" O.C. MAX tv EDCsr=S a (o"-8" O.C. MAX IN TNT 1=1ELD .�.��. I! , I .ail ■� — -- ®— im 113 i — BT. ■XTERIOR ARCHWAY WITH WINDOW 1 SCALE: 1/2"=I'-0' SED VALLEY FLASHING DETAIL 32' O.G. 4 BOTTC 1/2' C116. BI 1/2' CLG. ARP 1/2, P A WOOD 00 Ups 616' .C., U.OX 2X4 CONT. 2X4 WOOD STRESS STUDS +I6' BLOCKING O.G., UAN. MID -WALL SECURE Bt. PLATE TO S 1/2' pRYWALI I/2'X9' Akt 32, O.C. W/ 10d 32 0RY NAIL + 3Z MAX GONC.SLAB OUN ATION < FOR T ILS 1ST FLOOR INT. BEARING WAL (NO UPLIFT) WOOD W/2-I d + 6 o.G. srAGGE1� SECURE 2X4 WI 2-Wb TAPC-ONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' W/IN 8' EA END NOT TO EXCEE 18' O.G. 2X4 SOLID BL GK SECURE TO SHE HI WITH MIN. 2-I26 PER 2 EXTERIOR ARCHWAY SCALE= I/2'=1'-01 2X4 SECURED TO GABLE ENG W/(2)1 b"-S" O.G. L-30 a BLOCKING 2x4 BLOCKING EA EA. RAFTER A. 425 E\ RAFTER x4 RAFTER + 24' O.C. 2x4 FRAMING (TYP) FRAMED OVERHANG G 2X4 TOP PLAT Nw CLG. 1/2' GLG. 2X4 CONT. 1/2' DRYWALL�. STRESS BLOCKING MID -WALL SECURE BT. PLAN TO SLAB W/ 10d MASONRY NAIL + 32' O.C. MAX / ZX4 PT. ATI PLATE 'T ILS GONG.9LAB C. MAX 1ST FLOOR INT. BEARING W , L (W/ UPLIFT) UPRIGHT TRUSS GONT. TAL TRACKS, OP 4 BOTTOM 1/2' DRYWAL 2X4 WOOD CHANNEL SHA STUDS e24" STUDS 24' O.G. O.C. LAYER OF 1/2' TYPE GYP6U1"l WALLBOA ATTA EAC SIDE Is, 12 GCMG SLA CONC. SLAB 1ST FLOOR 1ST FLOOR TYP. INT. WALL TYP. INT. WALL METAL STUD: (NON—BRG.) NON—BRG. S SCALE:1/t'•I'Loll 8C SCALE: 1/2'•I'-O' TRUSS TO WOOD FRAMING SIMPSON MTS-12 P 5-ENG TRUSS PRE-ENG, TRUSS DO TOP LATE i 2 T STRESS RBI..- 2X TOP PLATE x SP4+32' O. MAX ID WALL T/I6' OSB. vW 2x 8 S Ib' O.G. MAX, OR JA(p' ZIP SHEATHNG _m N 6YsTEM (INSTALLED PER MAVLF. SPECS-) 4 SUBFLOOR GLUED 2X BLOCKING + CREWED AS PER TOP OF A ER SCHEDULE I/1' GDX ? I FLOOR STUDS TO = 2X STUDS I6' O.C. MAX a FLOOR STUDS SIMPSON META-36 + 32' 2X BTM. PLATE O.G. MAX 3/4, FLOOR DECKING m META-36 32' O.G. MAX PRE- ENGINEER FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x C.ONTINOUS STRESS LOGGING MID WALL @j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BILK 2 STUDS + Ib' O.G. MAX, W/ 114' GAP FROM BLK TO O.S.B. U.O . 1/2' WL. BD. 2U HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN SECU BT. PLATE TO SP4+32' O.C. SLAB W 'x9' ANCHOR 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON H STRENGTH EPDXY ?' ED. MIN. ®SHEATHING +TOP OF WOOD FRAMED WALL TO BE ° STACsCyER D MIN. OF I6' FROM SHEET BELOW • : • * : SIMPSON SP4 32, O.G. MAX INSTALL ALL SHEETS W/FACE GAIN PARALLEL TO STUDS 9 IN 2—STORY L.B. . EXT. WALL SHEATHING SCALE: I/Z' . I' -O' 4 SCALE: HE, B R SIZE PER SPANXHART. `DOOR/\ WINDOW OP=NING� SECURE 2x4 ON-J// o FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) 19 JS'XS' A -BOLTS 4" EMBEDMENT MIN. W/ 2"X2'Xki WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR 14DR. IN JOINTS PRIOR TO FILLING. 1-2Xb PT BLOCK a CENTER OF DOOR HEADER W/(I))4'XS" J-BOLTS 0 4" EMBEDMENT W/ 2'X2'XJb' WASHER AND NUT. INo 'E6: I I— �ALL ANC44ORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT u SCALE: " GDX PLYWOOD 6'-O' OPENING tl ° a �- °■� ° q ° as tl � r 4 LOCKS J atl IT BLOCK W/ (2) "x3" CNl OR DRIVE PIN ( ANK SIX 145) Q T IN 8' OF EACH AND I O.C. MAX SPACIN 1 ° 4 CMu W L Q aQ a a q a tl Q q Q I b ° a tl w ° Q Q Q'a 4 ARCH WINDOW FRAME TYP. EXTERIOR WINDOW DOOR OPENING WD FRA PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE C LE STUDS D.G. A /SP_N'SP -12 + EA. JACK IDES OF 6' O.G. MAX W1 HEATHING TO BE WINDOW/ DOOR D SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CI-4ART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY + A TIME. SE I2d NAILS, TWO WITHIN b" EACH END 4 NO MORE TH I2' Off. STAGGERED SP4 H5 a TOP AND BOTT LATES + EA. FULL LENGTH S D, BOTH SIDES OF OPENI SHEATHING T AP TO BOTTOM OF D TRUSS BELOW_ SH THING MUST NOT BREAK I'- " MIN. FROM 2ND FLR LINE. -ENG TRUSSES OR FRAMED RAFTERS OS.B. 84EAT OR GDX PLYWOOD. T D PER FASTENER E EET 2 OR'1/I6' ZI SHE HI SYSTEM (JN R MANUR SIMS 2x4 DER ST SGURE BETWEEN 6 BAYS W/ (3) I2d EACH END 2x DOUB TOP PLATE UPS + 16, O.C. MT -12 + EVER STUD 2X4 BT. PLATE DORMER ATTACHMENT 15 SCALE: 2x RJPGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) I2d NAILS OR MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) I2d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS IxS NAILER SECURE TO TRUSSES BELOW W/ (2) I2d NAILS OR (3) 10d GUN NAILS + EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS- ALTERNATECONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES HEADER SIZE PER SPAN CHART. o� TYP. INTERIOR 11 DOOR OPENING WD SCALE: 1/2'=1'-O' 5 REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 COAT— CEMENT PLASTER \ APPLIED DIRECTLY TO MASONRY GALV.STEEL —\ TRACK BRACKETS FASTENED r0 WOOD JAMB W/ GALV. STEEL— 1 I/4' LAG SCRIEws seBY VERTICAL TRACK MAUF. FASTENED TO rRACK BRACKETS w I/41-20XI/2' CARRIAGE BOLTS AND LOGIC NUTS. PRE-ENCs) MTS-12 7/16" OS.B. MTS-12 PRE - Lol 4 CONV. FRAMED ROOF SCALE: 1/2'.1'-C' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS + I6, O.C. MAX SIMPSON LSTA-12 a A JACK BOTH SI OF PE NG. VWIN�VIOF + 16' O C. MAX W/ G. SHEATHING TO BE WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACKS (SEE HEADER SPAN I — CHART FOR DETAILS ANp SPECIFICATION) CK STUD ASSEMBLY TO BE _ 8 RED ONE PLY + A TIME. USE NAILS, TWO WITHIN 6' FROM E END < NO MORE THAN 12' O. . TAGGERED " 1175 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4, TAPCONS TO CONT POURED LINTEL " Iwo UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TA -CONS TO CONT -POURED LINTEL PRE-ENG TRUSS /—CONTINUOUS / BOND BEAM 1/2'x9' A.B. MIN. 7' TAP CONS EMBED 8" F CH MIN. 2' CO` -END 4 32' O.G. MAX. 2' APART 51-4 OR 145 +TOP AN BOTTOM PLATES + EA FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES 12 . RETROFIT � OPENING. N.T.S. -LINE OF SLAB SEALANT 4 BACKER ROD 8' cm SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.4ET. WD ATtACD TO FILL CELL AS PER PRODUCT SPPROVAL REG, FROM MIAMI-MADE COUNTY WEATHER STRIP 1`10ULDIN4 ALL AROUND (BY DOOR MANUFJ OVERHEAD DOOR BY OTHERS 13 GARAGE DOOR JAMBS SCALE: 2X4 DBL. TOP PLATE 'X4 STUDS 16' /16" OS.B. TEXT. FINISH META -lb 'CMU UJALL CONTROL IRATE: 07/01/15 J 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 118 W 0 r4 u A F A old munD=v. as LOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODEL: 4EBB "1828—CALI" GARAGE 811rMG: LEFT PAGE: MISC. DETAILS 160 MPH EXP C DrPnwrA 06/01/18 SCAL :1/4"=1'Loll 8HEET ij 4 a Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/4" concrete screw 6" edge distance @ head, 4" edge Swing door +36 47 ( ) / ( ) +67 67 ( ) / ( ) Therma-Tru Smooth Star FL20461.17 N A / distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Nan Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from comers, 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-R6 Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+50) / (-50) Ply Gem Builders Series FL14634.2-R3 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. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (42) Clopay 16.20 73 W6 FL16546.6-R9 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-R10 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 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) PlyGem Variform Soffits FL24161.1 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-R2 edge distance 12" o/c max. spacing. Can be headed screw g or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) / (50) panel MFG. 24 GAGE FL16293-R2 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. Sheathing Huber Wall Sheathing 17147-R2 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 w U w 0 Cn A F A Cti 'Numl'V. ae LOT: CREEKSIDE LOT 56 PROJMCT* 04321.000 056R1 MODELa 4EBB "1828—CALI" GARAG& BYaNG: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP C 06/01/18 BCALm 1/4"=1'-0" 1 82MET NOTE: NOTE: IF ZIP &41HATI41NG SYSTEM IS APPROVED BUILDING WRAP IF ZIP 51�EAtl-41NC: SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF-ADNI RING MEMBRANE 6 6" s VERTICAL LAPS (ROLL MANUFACTURERS FLASHING: !COMPATIBLE . HOUSE MANUFACTURERS ! ENDS) t 6' ® HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL S71, EED TO EIE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED IPq ROVEDHNG o IOUWXTED�PoP. PIPE \ WITH FR SHEATHING TAPE __ I" OR LESS PIPE " �' FLASHING (GOMPATI15LE WW HOUSE NE PENETRATION PREFOI� OWED CONTROL JOINT �" THICK, 3 GOAT CEMENT l S�P,dDHERING) IMEMISRANEOVER , FLANGE OF CONTROL JOINTS T PLASTER \ FLASHING OVER APPROVED �I '� HOUSE WRAP. WI TIED TO LATH • 13. \ WRB LAYER �, FORT BER BE RED ED INCs PAPER MN. LaP � r1erAL LATH FLASHING TO EXTEND ONTO PIPE O.G. MAX IYERT.). �_ DO BLLILD NOT FASTEN CONTROL JOINT TO I \ WALL EVEN IF STUD EXISTS l l BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH �y X X 1 V LEG MAY BE USED TO TEMP. FASTENEDAI'' (VERT.)O.C. MAX II�� X X X SECURE CONTROL JOINT CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF DURING INSTALLATION STU LAYER P METAL LATH FLASHING SELF -ADHERING MEMBRANE FASTENERS TO BE SPACED STUCCO STEP "I STEP 02 FLASHING s i' O.G. MAX VERTICALLY MOOD SHEATHING WRB LAYER I ' THICK, 3 COAT CEMENT WRB LAYER "I, OR't/16' ZIP SHEATHING: STUCCO WRAP PLASTER STUCCO WRAP I y SYSTEM gNSTALLED PER MAIL)F.. CS.) METAL LATH lid LAYER s2,FORtIFIBER r 76' MIN pApER LA= BELOW oNLT / I WRB LATER, FORTIFIBER BUILDING PAPER WRB LAYER •2, FORTIFIBER BUILDING PAPERN11METAL LATH BLL�ILDING PAPER WxW SELF -ADHERING MEMBRANE WRB LAYER M, STUCCO WRAP FLASHING OVER 4'x4* SELF -ADHERING MEMBRANE \ a I WOOD SHEATHING STRAPS, STAPLES)TERS S IPS, FHOUSELASHING OVER APPROVED GAP nIN. OR 7D ZIP SHEATHING FLASH WRAP. LATH 51 IALL NOT 6 ro e o J SYSTEM C ZIP 6141LED PER REQUIRED WIRETOFRAP°11RE FLASHING TO EXTEND ONTO PII BE CONTINUOUS / 4'x4' SELF -ADHERING MEMBRANE THROUGH CONTROL MI". vti tt SPEC6J JOINTS BUT SHALL s"'� ' ` Y ' "9`5''`° FLASHING OVER APPROVED BE STOPPED AND 1-IOLLSE WRAP. TIED AT EACH SIDE. pROy1DE 2X4 BLOCKING LI' I¢„LovER FLASHING t0 EXTEND ONTO PIPE PER ATM C1063 PLACED FLAT MAX 6' TO S' ALL LAP \ T.10.I.4 FROM CONTROL JOINT WHEN APER LAP \ � CONTROL JOINT FALLS ON 2 CONT. BEAD OF SEALANT SCALE: 1 1/2'=1'-C' INSTALL APPROVED HOUSEWRAP AIR NOTE:�'' INFILTRATION BARRIER OVER IENERS FOR LATH TO BE NAILS i SQL StUp SHEATHING STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0475' WIRE / ELASTOMERIC COATING OVER STUCCO/ 3. JBILOMING SHOWN MAY 5E IN WALL STUDS REQUIRED PER PLANTIO� \ G.V. FINISH (SEE TYP WALL SECTION) To // whlVERTICAL LATH & PAPER DETAIL / WOOD STUDS ;, SECTION PER SECTION R703.7 \ / A Exterior Exteriorlathing nuseof portland cement plaster SHEATHING OR-1/16' ZIP SHEATHING SYSTEM SIDE LAPS OF METAL shall comply with the application NOTE (INSTALLED PER MANUF. SPECS.) • requirements of ASTM C 926-12A. PLASTER BASES SHALL NOTE: BE SECURED TO BUILDING Installation of exterior lathing and framing FRAMING MEMBERS. PAPER I 6LAP 11= ZIP SI-4EATI-IINCs SYSTEM IS shall comply with ASTM C 1063-12A. "M" TYPE CONTROL JOINT THEY SHALL BE TIED h INSTALLED, PLEASE SEE BETWEEN SUPPORTS MANUFACTURERS WITH 0.0415-IN. (121-MM) STUCCO M" LAP s LATH WIRE AT INTERVALS NOT a° LAP . PAPER INSTALLATION PROCEDURES MORE THAN 0' (22S-MM). AS PER ASTM C1063 IF � N T 1�A T I ON D T Af f� C fiR�f1�'f l j I. FQLD INWARD • PT. A 7. 0REASE •I. FOLP R� B A l/^1, �J' NOTE: ® KI "" KO UT FOR REPAIR OF TEARSIN HORIZONTAL LATH -�-�- DETAIL MAY 5E PATICHHED TEARS & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL / STICK FOLD • 4S' ® 111ro" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUI=. SPECS.) OR O I WOOD SHEATHING OR CMU 3 � "`�`'R" • ® FOLD A LUR5 LAYER #I, z.cREASE • rr.a c asE • e STUCCO WRAP (FRAME ONLY) 3, CREASE • Pr, C 3. CREASE • PT. G 4, FOLD Pi. C OY1EF PT. 15 TILL. PT. �G STHI4 PLA5CER31=RAME)COAT N 2' 2COAT CEMENT PLASTER (CMU) LEGEND METAL LATH (FRAME ONLY) LAP LURE E TAPE OVER D)RAINAC;E FLAN (LOR5 ® ®FOLP ® ROOF/LUALL 5CREED %� •�� 1��•� v/.ty I I I I fit` \/ FLANGE WATER TICs41T NOTE: SEAL. FOLD, 22 IF ZIP SI-IEATI-LING SYSTEM I5 NICE Cut. Z 51IX5° "L" TYPE CONTINUOUS WRB LA41 R #2 (F012T 1F 1 BER INSTALLED, PLEASE SEE d' THICK, 3 COAT CEMENT G•sALV. METAL FLASHING PLASTER cmAME), in, 7 cpAT Z MANUFACTURERS CEMENT PLASTER (CMU) _ (NAIL TO ROOF DECK, NOT 5L� I L D INCH FAFDrEiR INSTALLATION PROCEDURES W LAYER 02 FORrIFIBER n WALL SHEATHING) BUILDING PAPER (FRAME On LY) = /� T f N CAP SHINGLE - DO NOT NAIL, 1I E T s/`\ �L L tit r4 X X W F43 LAYER M. STUCCO WRAP r wtm ONLY) INSTALL WITH ROOF CEMENT '4Ya LAP LAYERS OF 6ulLDRICs WRAP ° OVER NAILMGFLANGE, STOPABOVE t11�s INTS . 17, ONLY) SN S RAMS ONLY) !a•,y OR \ .: FRS IORR ) \� i anrmnn�i L rD �.... ROOF CEMENT r RooF PER ELEVATIONS W001D 5�4EAT�ING; �/ � - Sus WALL FLASHA•ib iP li 'I OR 1/16" ZIP 6I4EATNING SYSTEM 11 f - l INSTALLED PER MANUF. SPECS.) � O KICK -OUT fiASE41Nls (SL� �,a �� \ / %� DETAIL) NOTE: 5r�LF—,4D� 51l� FLA541NG \ IF ZIP SI-IEATI-IING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE MANUFACTURERS t`-PETAL LATd4: LATT 4 TO 5E DER SECT10N /y FELT UNDERLAYMENr` c WATER TK�+T SEA- II�ND OR INSTALLATION FROG DUKES p,y� SOLDER. DO NOT CUT) fi��sa3.i.1 / A571 G-8-41-09/ r*� N. 2.Fa LBS. NOTE, xINSTALL KICKMT 0 AT F RGGF. i=EfQ'rAF-,D CUTILICY Ol NO''INAL S-M6LE ROOFING INTERSECTIONS DITPED6E•OVERLAP 9' LATE DOE5 NOT 1„IEET SFEGFICATION5) EMEND I!1' BELOW rASTIF 4' r- MAX IGALLY FASCIA WRAP 9 9 L" F L A sT I N G FASTEN 4' O.G (: ) MAX N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J fFA 0 F V W A F q ti tj evsarv. ae wT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODEU 4EBB "1828-CALI" GARAGE 8wI9G: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA - • � :ri�Pf�' f-7' e D TE 06/01/18 SCALE: 1/4$$=V-0" 8HZET NOTE: IF ZIP SH THINCs SYSTEM IE INSTALLED, LEASE SEE MANUFACTU RS INSTALLATION ROCEDURE° BACKER ROD I I III I BACKER ROD WRB LAYER 01, STUCCO WRAP DRYER VENT 8" CMU INSTALL b" SELF -ADP MEMBRANE FLASHING TOP, SIDE(S) AND BC FLANGES OP NON -MO` FRAME OF THE EX4 VENT IS BE SET IN BED OF AL T T TOP AND SI SEALANT IS TO BE t L AS TO DEFLECT AY FROM JOINTS. `E- Ap ALL AROUND APPLY SEALANT ALL TS AND INTERSECTION5 LY SEALANT AT PERIMETER OF ON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4" CAULKING * JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and Alatsterin Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. In Ilation of exterior lathing and framing shal mply with ASTM C 1063-12A. HOODED VE J' THICK, 3 COA PLASTER METAL LATH WRB LAYER •2, FC BUILDING PAPER WOOD SHEATHING (FRAMI OR /FZXWP M, AP , FORTIFIBER R G BEAD BAND -Ye' TON MID -WALL WEEP SCREI=D b" WIDE STRIP SELF ADHESIVE FLASHIWx, CLEAN MASONRY BEFoRE= APPLYINCs Z FLASHING OVER 8rRATCH COAT H IZONTAL WEEP SC E W/STONE VENEER ( FRAME TO BLOCK) LEGEND DRAINAG F= PLANE (LURE LATER "1, STUCCO LURAP) WR5 LAYER 02 0=ORTIFI5ER ...... — — 5UILDING PAPER) METAL LATN4 X—X—X—X STUCCO WOOD 514EAT4NG OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEL(=-ADHESIVE 1=LASN41NG — — — -- — NOTE: METAL LATH-. LATH TO 5E PER SECTION R103.1.1 / ASTM C-S4l-09, MIN. 2.ea L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT I" IEET 5PECIr-ICATION6) BUILDING PAPER OVER "QUICK FLASH" PIPE THROUGH WALL I\ b" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH" ELEC. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES .000D GONSTRUGTI 7/Ib' ZIP SHEATHING SY EM (INSTALLED PER MAN . SPECS.) OR WOOD SI-4EAT4-11 G -R 02, FORTIFI5ER PAPER iHICK, 3 COAT CEMENT ASTER TO Ys" MID -WALL WE P SGR�D 6" SEL DHESIVE FLASHIN WOOD FRA D r---� WALL HOSCR 7A VIDONTAL WEEP D FRAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, MANUFACTURERSPLEASE SEE INSTALLATION PROCEDURES NOTE: (/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. Hrw,=sa I V M=U-,=IY= STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM /1111" A, ntl irr" 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .�_.;.0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOU FOR BOX INSTAL WRB LAYER *1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRAM ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEA[ OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS -1/I6" ZIP SHEATHING SYSTEM (INSTALLED PER MANUP. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD TEXTURED CONSTRUCTION �PINISP ® WOOD FASTEN to WOOD STRUCTURAL MEMBER o T' O.G. MAX 6' CMU t V TON MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH is MASONRY (4 HORIZONTAL WEEP SCREED ( FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM 16 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 8 WRB LAYER 01, STUCCO WRAP CUT "X" INTO �Xf SELF -ADHERING MEMBRANE FLASHING 5T 1 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STF *3 •o•o•o•o e .o e• o• •o •o o• o• •e .o o. o• •o o .o.o.e o .o.o•o•o WRB LAYER 411, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER'"2, FORTIFIBER BUILDING PAPER STF *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH SiEP *�✓- 57EP #�o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w x r7 04 w 0 yF w U w 4 ti q sunnrv: as LOT: CREEKSIDE LOT 56 04321.000 056R1 MODELt 4EBB "1828—CALI" GA6 RAGiGE 81FWG: LEFT PAGIC: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT - STATE OF FLORIDA POLAND A. AB&6HACRA AR NO 93723 DATE: 06/01/18 1111CALM 1/4" V-0" 8BEET IL ffj MAk WOOD SHEATHINGS WOOD CONSTRUCTION 3/a" HAT CHANNEL W/'/e" TYPE "X' Df WOOD SHEATHINGS WRB LAYER 01, STUCCO WRAP ' THICK, 3 COAT CEMENT PLASTER WRB LAYER *IX STUCCO WRAP AMIGO AM66-WFWG-780 CUSTOM CASING BEAD (SHOWN F CLARIFICATION OP SEPARAt ACCESSORIES ONLY) ASING BEAD 10A DTL. ® CANT. SCALE: 1 1/2"= I'-0" WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF R BUILDINGS PAPER ' THICK, 3 COAT ENT PLASTER 6' SAP. TOP WEEP SCREED TO S+ ING HIND WEEP SCREED ♦1 c TIk CAIIAI — 6' SELF-ADHEREING FLASHING WRAPPED a TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER M, STUCCO WRAP t 4— WRB LAYER *2, POI BUILDINGS PAPER 1 r r L 6' SELF-ADHEREING FLASHING WRAPPED c CORNER OF CANTILEVER IF ZIP SHEAT4Nd INSTALLED, PLEA MANUFACTURERS IWALLATION Pf EXT FRAMED WALL PRE-ENGS'D SE WEATHER RESIST( BARRIER WEATHER RESISTIVE IBARRIER *2 THICK, 3 COAT CEMEN' PLASTER METAL LATH WOOD SHEATHINGS 4" POSITIVE DRAIN WEEP SCREED (SHOWN FOF SEPARATE AI 91= FIELD I ATION of TES ONLY) w EXTERIOR GRADE DRY WALL ° THICK, 3 COAT CEME PLASTER VINYL COMER BEAD 10 CANTILEVER DR STEM is EDGE - SEE URES LEGEN_u NOTE: METAL LATI4: LATI-{ TO BE PER SZAL R1m3.7.1 / ASTM G-841-�D9, MIN. 2. PER SQ. YARD CUTILI7Y OR NOI"I LAN pO�S NOT ME�t SFEGIFI A710NSJ NOTE: Y OD CONSTRUCTION IF TIP SHEAT ING SY IS INSTALLED, EASE E eA MANUFACTUII R WEATHER RESISTIVE INSTALLATION PROCEPLRES BARRIER *1 3/4 RESILI t WEATHER RESISTIVE HAT CHANNEL I' ' 5ARRIER 02 VINYL CAS AD THICK, 3 COAT CEMENT PLASTER 5/6, ?Y WALL METAL LATH w/TE tU AINTED WOOFS SI ATHINp FINI y, , - OIrR'1/.I' YIPeAtHINCs 8Y8TEM /f �2J 2xI2�H5ADER amcw ' THIC COAT CEMENT ;;,_ VINYL CASINGS BEAD 11D DRIP EDGE INSTALLATION IF ZIP SHE THINGS S S EM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VINYLCASINGS BEAD L 5/8" TYPE 'X" DRYWALL. W/TEXTURED 4 PAINTED FINISH " THICK, 3 COAT CEMENT PLASTER VINYL CASINGS BEAD (SHOWN FOR CLARIFICATIOIyOF SEPARATE ACCESSORIES Ol — WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER *1 I. WEATHER RESISTIVE BARRIER *2 ' THICK, 3 COAT CEMENT PLASTER METAL LATH Zpi10A4� + SYSTF-M AXJrHEADER/BEAM .5MCS-) VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GSAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DR.AIN4C�E PLANS (UJRB L,4`r'ER #1, STUCCO WRAF) UJRB LA r'ER *12 C=ORTI-IBER 5UILDING PAPER) METAL LATIk4 x x x x STUCCO UJOOD 5+4EATkNG OR 1/16" ZIP SHEAT4NG SYSTEM ( INSTALLED PER MANUF. SPECS.J SELF-ADI4ESIVE FLASHING 111E FINISH LAYER (2 LAYER 3' X 3' 26 GSA. GA EL < STICK) METAL DRIP E SET IN FULL B OF 6' EL 4 ^^ ��, SEA "ANt,14' Stl DRIP SPACE FRO DRIP EDGS O PACE To x DECK Ya° O FOR BACKER I RO 4SEALANT 111 SIMULATED WOOD (TREX) LER, INYL CASINGS 5EAP CONTINUOUS WATER PROOFING I t � WEATHER RESISTIVE LAYER (2 LAYER P L 4\ BARRIER *I STICK) WRAPPED PR WEATHER RESISTIVE BALCONY DECK TO BARRIER *2 CANTILEVER Q. t 6" PEEL 4 STICK a DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE®® 3" X 3' 26 GSA. GSALV. METAL DRIP EDGE = ___= = SET IN FULL BED OF I"XI 3/a" P.T. OR I At )SEALANT, �' MIN. WOOD ItREX) FI E SPACE FROM DRIP CONTINUOUS FACE t0 TREX Ya" OAP FO INYL CASINGS AD ROD 4 SEAL W TER PROOFING tat FINISH LAYER AYE R LA R (2 LAYER PEEL 4 PEEL 4 STICK) Stl WRAPPED FROM 3/4 RESILIEN I I BALC Y DECK TO HAT CHANN CANTIL R VINY GASIN EA' THICK, COAT CEMENT PLASTER METAL LATH 5/8" TYPE " DRYWALL WOOD SHEAT GS WEATHER RESTS VE W/TEXtURE 4 PAINTED = BARRIER *I FINISH WEATHER RESIST[ 'a" THIC 3 COAT CEMENT BARRIER *2 PLAS R 4' POSITIVE DRAIN VINY CORNIER 151EAPWEEP SCREED V Y CASING 51HADNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE: ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MI=M>3ER $" THICK, 3 COAT cr=' PL_A5TER / 2 /2 " GUF�I�Ii= A FASTE SHEAT4NG g i" X. W LAYER #I, UGGO WRAP W D SHEATHING METAL A -I WRB LAYS #21 FORTIFIBER BUILDING PA R COLUMN SHEATHINGS ,WEATHER RESISTIVE BARRIER *I WEATHER RESISTIVE BARRIER °2 6' SAP. \� y� PEEL 4 STICK ov 1 Vx3" "L" PLASHING j FULLY EMBEDDED j IN ROOF CEMENT IV X 3' 26 GSA. GsALV. METAL DRIP EDGE t SET IN FULL BED OF Ya" GAP FOR BACKER SEALANT, Xi" M ROD 4 SEALANT SPACE P RI FACE TO T VINYL CASINGS BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) • APAWPM rutty PEEL 4 ICK SUB FLOC^ 1 WOOD SHEATHINGS WRB LAYER *I, — STUCCO WRAP WRB LAYER #2,� ORT BUILDINGS PAPEPR— METAL LATH 8" THICK, 3 COAT CEf PLASTER (o"SELF -ADHERING FLAS4-41NCx DRIP GAP WINDOW FLANGE ORNE]E� BEAD � AMA 2 1/2" CORNER BEAD (FASTENER 4 SPACING T O.G.) cMu 5/s" THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONR'7' BLOCK I 17,$!I R SIMULA W Cr X) FILLER, us Ya' FOR SEALANT OPT ACKER ROD. —' M IFIED 90 /4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHINGS 6" SAP. I X2"x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I ' X 3' 26 GSA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, X2" MIN. SPACE FROM DRIP FACE TO TREX ✓INYL CASINGS BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK to ANTILEVER ICK, 3 COAT CEMENT /8" TYPE 'X' DRYWALL METAL ATH W/TEXTURED 4 PAINTED WOOD S ATI_ FINISH J" THICK, 3 COAT CEMENT 4" OSIVING RAIN PLASTER WEEP SG NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIF11ION OF VINYL CASINGS BEAD SEPARATE ACCESS ONLY BALCONY DRIP 11C EDGE INSTALLATION C@ COLUMN ( W/" L" FLASHING � SCALE: NTS NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE: f MANUFACTUREiRs xI INSTALLATION PROCEDURES i r WOOD 514EATHINCx IBER . ' / WRB' LAYER +m, StUGG WRAP WRB LA ' "2, TIF15ER ' BUILDIN � r METAL LA g" THIC COAT CEMENT PLAST 96 LF-ADHERING F SHING r DRIP CAP WINDOW FLANGE 15 C A ING BEAD CP WINDOW (FRAME. NO BAND) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r7 W a w 0 0. W A F s V anr%rw 9i Lom CREEKSIDE LOT 56 PROJRCTyji 04321.000 056R1 MODEU 4EBB "1828-CALI" GA %AGE ®WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C DATE:06/01/18 8CALE: 1/4"=1'-0" mHZZT WOO SHEATHING WRB LAY »I, STUCCO WRB LAYER "2, F TIFIBE BUILDING PAPER METAL LATH —� ' TIII K, 3 COAT CEMENT PLASTER h "SELF -ADHERING FLASHING VINYL ANGLED CASINGBEAD f� DRIP CAP WINDOW FLANGE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATH ILA�,' 2, F0RT11=1BER ER AT CEMENT PLASTER •; 1 -/ LAYER 02, FORTIF ER ; BUILD\ PAPER ! ' METAL LATH " tl-41CK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING .;;� ,J FLASHING DRIP CAP — WINDOW FLANGE CASING BEAD (4) WINDOW 15C (FRAME, W/BAND) SHEATHING METAL LAT WRB LAYER 1*11 STUCCO WRAP WRB LAYER 02, PORTIFIBE BUILDING PAPER s" THIC<, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES (EXPLODED VIEW FOR CLARITY) UJOOp e�4EAT Y4 CxAP TYP i GASINCz BEAD TO TRIM IX TRIM MBER m STUCCO NF SIDING TRAIN ION SIDING WRB LAYER 01, STUCCO WRAP O " THICK, 3 COAT C NIT PLASTER METAL LATH L ER 02, FORTIFIBER I If I ING PAPER OOD SI-4EATHING WRB LAYER M, STUCCO WRAP SEL54,4PHEREING FLASHING PEEL E STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATIdER RESISTIVE BARRIER '1 HER RESISTIVE — BA IER n 5(.6' LAP SIDING 6' SELF- ING — FLAS 41NG STARTER STRIP DO NOT CAULK OR— SEAL OPENING GALV'D METAL 'Z' FLA&4ING I Y' X 6' SIMULATED- W�OD TRIM MEMBER I .r pm s� �, .,� � •.tea. SIDING TO STUCCO C) BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION Ri03,11 / ASTI" I C-54-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW 2X FRAMING MEMBER SEALANT WINDOW FRAME INDOW FLANGE �R #I BEY 6' SELF_ PERING II I W y� CO I\pPA WOOD 7PING WEA7NER STIVE i FLASPI PER RESISTIVE BARRIER #1 / RRIER'1 TO LAP WEATHER RESIST[ / / 6' MIN. ABOVE TOP I / OF "Z' FLASHING UJRB L,4� R #2, FORT 1f=1 ER LAID P SIDING )6 I WY4 vE /,/ ' * a BSI I L D f �lC R 6' S(I / ` WEATHER RESISTIVE BARRIER'f I �4PE rgLF-ADHERING FLASHING ? WI / ER RESISTIVE j" jETAL L,L�T� STARTER STRIP / \� \� GALV'D METAL DO Nor CAULK oR I I W FLASHING CID, 3 COAT C SEAL oPENiNG \ / DO NOT CAULK OR SEAL OPENING GALV'D METAL / ' WEATHER RESISTIVE A5TE "Z' FLASHING BARRIER h TO LAP I Y' X 6' SIMULATED 6' MIN. ABOVE TOP 'Z' FLASHING WOOD TRIM MEMBER EBEAD VINYL CASMCs I Y44' X6' SIMULATED (W/%' FLEXIBLE PVC / i WooD TRIM MEMBER BACKER ROD) A\ / "SELF -ADHERING ADHERING I I I j ING FLABIE.¢LIN \ 7(i" THICK 3 COAT \` ' SEAL AP W/CAULKING DEMENT PLASTER OR A VED SEALANT WEATHER RESISTIVE ' ` WEATHER SISTIVE BARRIER M BARRIER 01 CASING BEAD OP RAISED WEATHER RESI87 - V BARRIER 02 FLEXIBLE BACKER ROD) �,.� BAND (FRAME) SIDING TO STUCCO WIHArPERRESISTIVE ® FRAME TO FRAME BARRIER n SCALE: 1 1/2"=1'-m" TRANSITION 2X FRAMING MEMBER BUILDING WRAP " TRICK, 3 COAT CEMENT PLASTER METAL LATH i ...... ............................ .._..--......-.......-_._ E-Z BEAD VINYL CA CW/3/8" FLEXIBLE PVC ET k,�,YP T1'P Cz BEAD WINpOLU WRB LAY ii FORTIFIBER I BUILDIN PAPER I I 31NG B KER ROD) WRB LAYER 01, yUCC0 WRAP, WRAPPED AR ND FRAMING MEMBER 6" L A 4-IESIVE FLASHING EATHING FLOW EXPLOD OR CLARITY THICK, 3 COAT CEMENT --` PLASTER METAL LAT4I4 1 WRB LAYER 02, FORTIFIBER UILD W�ING PAPER VP SHEATHING WRB LAYER "I, STUCCO WRAP 6" WIDE PEEL E STIC OVER FLANGE E-Z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BAC *APPLY FULL BED OF SEALANT B FLANGE < BUILDING WRAP 6-A1�z LEGEND DRAINAGE PLANE (WRB LAYER *i, STUCCO WRAP) WRB LAYER n (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 7/1W ZIP SHEATI-41NG SYSTEM (INSTALLED PER MANI SPECS.) SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w y U w 0 L) q F ayslDrv. ae LrOT: CREEKSIDE LOT 56 PROJECT# 04321.000 056R1 MODELS 4EBB "1828-CALI" GARAGE 119w1NG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C D � 06/01/18 ®CAl 1/4" =1' - 0" aHEET OUT HOUSEWRAP AT 45' ANGLE MOpIFIEp "I' OUT IN HOUSEWRAP LINE OP WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHNG OVER UO' STUD WALL STEP INSTALL b' SELF-ApHERING PLASHING OVER NAILNG FLANGE AT JAMW EMEND FLASHNG MIN P BELOW SILL FLEXIBLE FLASHNG DO NOT SEAL BOTTOM PN STEP 0 1 NOTE: IF Z« 5�4AT�4fN 5**rST l 15 NeTALL , J;iAPPLY MBRANE LAB IINCs OVER JOINT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W t. h ry4 U A F Q stmDrv. ee CREEKSIDEA LOT 56 PROJ3CCT# 04321.000 056R T:1 �ODMLA4EBBCI"1828-AL" GARAGE 95VMG: LEFT PAGE: WALL ASSEMBLY DETAILS: LWINDOW FLASHING 160 MPH EXP C DATZ: 06/01/18 sCALs" 1/4"=1'-0" My A5 , 2x(o 5U15-15AND W/1"x4" NOTCH 6 END, WRAPPED IN Imo;==1 4 STICK DRIP EDGE 7/8" TEXTURED FINISH 1, WOOD 1/2" TEXTURED FINISH .8 CMU I� I� II II I � I � I � METAL FASCIA WRAP Ya" FROM STUCCO, I" FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) 1 -- 1 NOTE: NOTCH FOR 2X6 SUB BAND ONLY N, fTZZ71777 `\ I � 1 ( )ELEVAT�ON_ METAL FASCIA WRAP 2X6 SUB BAND 1\ �t) 1/9' TEX7URI=D FINISH s WOOD, 1/2" TEXTURED FINISH ® CMU METAL LATH SHEATHINC-i l WRB LAYER "I, l STUCCO WRAP (FRAME ONLY) WRS LAYER 02, FORTIP15ER tt BUILDING PAPER (FRAME ONLY) ROOFING CEMENT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH ! WOOD, 1/2" TEXTURED �i FINISH 6 CMU SUB -BAND W/1"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP ill OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING 5Y5TE1" 1 IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRU55 TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -o" SCABBED TO TRUSS W/126 NAILS roll -a" O.G. MAX. 2x SUB -BAND WIV22"x4" NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cap WALL SUB BAND DETAIL @) WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IY"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF: EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLYFOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/(�°x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w 0 F 0. U w c F A Il avgasv. ae LOT: CREEKS IDE LOT 56 PROJIBCT# 04321.000 056R1 a"coaEr.� 4EBB "1828—CALI" GARAGE& 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: USUB —BAND 160 MPH EXP C aA 06/01/18 ECAXM 1/4"=1'-0" BEMICT