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Home My WebLink AboutBUILDING PLANS• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR 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 DRAWING / CONTRACT DOCUMENT THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: • FBC RESIDENTIAL 6TH EDITION (2017) ABC • FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. •ALL LOCAL AND STATE CODES BD. CL • OCCUPANCY — RESIDENTIAL, GROUP R3 CAB. CLG. •CONSTRUCTION TYPE — VB CON • 10. INTERIOR FINISH - CLASS B C. CONC. • SASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH D.T.DBL. • EXPOSURE - C D.G. • 1= STORY RESIDENCE — DIA. DIM. • 2= STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DISP. AND STATE CODES DR . D.S. rj7 /'1 7' /'1 SQ.FT. CALC.'S D.W. EA. IST FLR LIVING 1104 $a FT. ELEV. 2NP FLR LIVINCs 1501 Sa FT. EQ. EXH. TOTAL LIVING 2605 SCL FT. EXT. F.G./FX . GARAW 431 SQ. FT. F.G. COVERED LANAI 80 Sa FT. FIN. FLR. POWs H III Sa FT. FLUOR. FR. DR, TOTAL 3233 So- FT. FTG. GA. GAR. DISP. A/C VOLUME 216101.2 G.F.I. GL. GYP. BD. H.B. H.C. HDR. HOT. OR HT INSUL. INT. LAV. LUM. M.C. ABBREVIATIONS ABOVE MFR. AIRCONDITIONING MIN. ADJUSTABLE M.T. ALTERNATE MTD. AMPERAGE MTL. BOARD N.T.S. CENTER LINE O.C. CABINET PL CEILING P.B. CLEAR PH. CONCRETE PET. CARPET PLYWD. CERAMIC TILE pR. DRYER P.T. DOUBLE R. DUAL GLAZED RAD. DIAMETER R.A.G. DIMENSION REF. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H. DISHWASHER SHT. EACH SHTHG. ELEVATION SHWR. EQUAL SIM. EXHAUST SL. EXTERIOR SL. GL. FIXED GLASS STD. FUEL GAS SWS FINISH FLOOR TEMP. FLUORESCENT THK. FRENCH DOOR T.O.C. FOOTING T.O.P. GAUGE T.O.S. GARBAGE DISPOSAL TYP. GROUND -FAULT U.N.O. CIRCUIT INTERRUPTER GLASS V.P. GYPSUM BOARD W. HOSE BIB W/ HOLLOW CORE WI). HEADER WDW. HEIGHT W/H INSULATION W.I. INTERIOR LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURETREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESSNOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE REVISIONS AUwnw 00M�ONflM(3 R N N4 COD6Murr KMIBSAND 1NIN xft ROVED CONCIAL EO FASTENERS OR ACE AT TA CNMENTg THE RESPONSIBILITYOF THE CONFMCTORgFRECORD TERMITE TREATMENT REQUIRED INDEX OF DRAWINGS ARCHITECTURAL SHEET # PG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG A1A-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-ELEVATIONS FRONT & REAR "H" PG A4H-ELEVATIONS LEFT & RIGHT "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG M1-FIRST & SECOND FLOOR MECHANICAL PLANS PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS DESCRIPTION SCANNED BY St. Lucie Counfy PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS ST. LUCIE CO 19�_0713 'A'TY BUILDD": ,--..' N PG WA6—WALL ASSEMBLY DETAILS REVIEWED FOR C LIAIWCE STRUCTURAL SHEET PLAN DOWEL PLAN BEAM PLAN AND NOTES FRAMING PLAN T• : ' : � o t.la—l/L' lA1Le7 S4.2—SECOND FLOOR DOWEL PLAN S5—SECOND LIFT BEAM PLAN AND NOTES S6—ROOF FRAMING PLAN S6.1A—DETAILS SN1—DETAILS REVIEWED BY DATE I Zt za r PLANS AND RIW MUST BE KEPT ON 0;:.. L ISPECTION WILL BE MADE. DESCRIPTION 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F M 01 �o U W yO U W A Qw. S U13DIV. dC LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGiE: COVER SHEET 60 MPH EXP. ARCHITECT- STATE OF FLORIDA 3 Dp05/15/18 SCALE: 1/4"=l'—O" SHEET CI +•.''(C co GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, HEREIN: SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER ARCHITECT. D. TRUSS PLATE INSTITUTE: 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL E. APA - THE ENGINEERED WOOD ASSOCIATION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. I. ENGINEERED WOOD CONSTRUCTION GUIDE 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OFTHE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND S SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 1 GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 9. 10. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE F)IRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE 1-3/8 INCHES THICK; OR 20-MINUTE FIRE -RATED DOORS 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3 AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926 & ASTM-C1063-12a. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 W 04 U w t 0 y A F q ti SLJHDIV. 8a LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. ARCHITECT- STATE OF FLORIDA DATE: 05/15/18 SCALE: 1/4"=1'-0" SHEET oll FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING: FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10B DOW" TOP ELATE � SP4032' OL. MAX IST FLOOR S1U" to 2ND FLOOR SKIDS SRTPSON META-36 • 32' OU:. MAX 2x CONTMOUS STRESS BLOOKMG MID WALL 2x STUDS • W O.C. MAX, U01c AND SEII AS PM Q F48114EI! BOFEDULE FRE4M FLOOR TRUSS v 6T DOUBLE TOP PLATE �- 29 STUDS • K' = MAX. U:ox 2x CONTMOUS STRESS SECURE BT. PLATE TO STUD V BLCCKM MID WALL SIMPSON S54 ON' OL. MAX SECUIE W. PLATE TO BLAB uv;;''x,�B8 ANCFIOR BOLT eu 2' W4a T EMBED. MN. • w 1.96w CP OAR"N OL- MAK EPDXY NOT VARlEB W1'N BLOPC I�iiWED FOR EXPANSION BOLTS - SB"IPSON MAX. 32 oc Ax a. ° `— • a 4' CCNC. R t4-OPt D W/ &'X•' WL4XNA WIF OR FEWII ESN ON 6-MIL VAPOR IETAIC ER ON I1ELL-C PVACTED CLEAN RLL T'ER'EfE TREATMENT TO BE DORA-C.AIE AFPLI•D AT PMV%4& (2)+S ISOBAR ON CFiI I'-8 A 2 STORY INT. SCALE: 1/2'=I'-W WALL AT GARAGE I NOTE: NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN I4g' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I4b'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 11/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 10' 10'-0' C-4"„ 1'-4' l'-4 COVERED 8'LANAI -8' In 10'-m" I I I I I I 6068 S ROOM 8'-8' CLG. Q Q 1'-2' 3'-8" 5'-8' A I I I I on N o C4 C V r ��n KITCHEN �i 8 I-asCLG. Q :: �I N Ilia"- G \ 2�8 iI 0-0II IL �' RED' FLEX 8'-8' CLG. 39' -8" (2) 25-SH LIVI NG ROOM V-8' CLG. 3'-8" 6'-10" III Vill IIIC FOYER III m III 8'-a' CLG. III 3068 III W/10' III\TRANS ® MT. (2) 25-SH 'PORCH e 8'-8' CLG. I o� e c 15'-4" 25-SH 12'-4" BEDROOM #2 V-8' CLG. ' (2) 2068 9xID, 2868 SC 20 MIN. GARAGE' CLG. 16'-0' X 1'-0' O.H. ------------ — ---- F. -4" 10'-0' 20'-4" I5'-0" 39'-8° FIRST FLOOR PLAN SCALE: 1/4' . 1'-O' 2' - �a- P.1 MASONRY/FRAME WALL LEGEND 8'-S' BLOCK WALL UN.O ON PLANS Bla's. WGT. VARIES 8' BLOCK WALL UN.O ON PLANS BRCs. INTERIOR LOAD BRG. WALL UN.O. ON PLANS 4' INTERIOR NON LOAD BRCS. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-0' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE SQ.FT. CALC. S IST FLR LIVING: 2ND FLR LIVING 1104 1501 SQ. FT. SQ. FT. TOTAL LIVING GARAGE COVED LANAI FORGFI 2605 431 80 III SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 3233 SQ. FT. A/C VOLUME 216912 COIPOM AND CLADDW W!D LOADS MWWILDEVOS1AEF0R$SE=tlu M OPBllws APO TYPE SOUAIE FOOOrA(E ZONE 160 WH W!D U RH/AFU MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S G.D. MIN. 72 5 30/-3-t CRITERIA 80,10 O.H.D. 56 5 30/-38 19,010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 316/-38b ROOF TILE N/A 3 -68.29/ IF -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CdNRiOL pAJB 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 cd [cc 04 w 10-1 W a F A x h svBDly aLOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. ARCHITECT' STATE OF FLORIDA 73DATET: 05/15/18 1/4"=1'-O" SHEET Al _ilc C'®' l U, N 1 I A �� DBL. TOP PLATE 0 BAR DETAIL ARCH DTL. B r�GALE: 1/2 m I'-0' AHUJ SECURE TREADS TO STRINGER W03AS 3' SCREWS • EA STRNGER, UNTHREADED SHAW TO EXTEND 15EYOND THICGNE88 OF SM-F60OR SHEATHING 42' H. 1/2 WALL W/ CAP / / N z FLu / �U / / L2X4 ATTACHED W/I" MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN V OF EACH END, 32' O.C. MAX. �42' H. HALF WALL (2) LAYERS OF 3/4' PLYWOOD W/ CAP OR C2) LAYERS OF 3/4' SUES 3/4' TtG SUB FLOOR FLOOR MATERIAL RIPS FOR �- SCREWED SOLID NAILIWS PER FASTENER SCHEDULE 10'-0 3!�' ZND FIN. FLR THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' 8 -8, BRAT IsFHANDR4IL i.,I IN 36' AS PER FBCR R31118.2 / PRE-ENG. U1/ 2X4 RE-INFORGINCx FLR.TRUSSES 3/4' KI STAIRS RISERS TO CONFORM TO PISCR 6TH PLATE / STAIR DATA: EDITION (2011) MIN. TREAD•10' MAX. RISER-1 3/4' 3/16' 10, / I6R 6 -l.84' MAX VARIATION IN RISERS/TIEAGS M AX MIN 15 TREADS / x 10 + I NOSING VARJ IA It CNt N ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO ISE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT / STORO GiRASPAIBILITY IPE - NDERS- MIN. ,FW NAFROM NARROW END MIN. 11'' WIDTH 4 12' / 3-2x12 SYP STRINGER NARROW END 34' MIN. HANDRAIL HGT. RCED WnX4 SFP REINFOWCONT. DEAD OF SUB -FLOOR ADHESIVE NOTE: •ENCLOSED ACCESSIi3LE SPADE UNDER 1.HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A PL-400 OR SIMILARE in STAIRS SHALL HAvE WALLS, UNDER STAIR DIAMETER OF la'± 2' OR A NONCIRCULAR CROSS SECTION WITH A EA HORIZONTAL RUN SURFACE AND ANY SOFFITS PROTECTED ON DIMENSION OF AT LEAST 4 BUT NOT MORE THAN 6 I/4 AND THE ENCLOSED SIDE WITH In' 6YPSUM THE BOARDS.FBCR302.71. A LAR3EST CROSS SECTION DIMENSION NOT EXCEEDING2 1/4'. EDGES 2 X 4 RE-INFORCINCs • EA 2 X 12 STRINGER SHALL HAVE A MINIMUM RADIUS OF 1/8'. SECURE W/12d V-S' O.C. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF 0'-0' FIN. FLR. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAI=EGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.C. (201-1) 6th EDITION. STAIR SECTION HANDRAIL SECTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abftsigngroup.com L AA #: 0003325 F h U r O �y U W A F 4 ti Sty3ion : & LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA rssur r 05 15 18 DATE: / / SCALE: 1/4"=1'-0" SHEET c III 8 12'-0" 2'-4" I1'-4" 2'-4' II'-8" 14'-0' 2GRE58 (2) 25-91 4 a5-914 .. C/il-JC6i i� la �I BEDROOM #4 UPSTAIRS = BEDROOM #5 8'-8' cLG. LIVING ' ® 81-8' CL& I v I� 3 31-41 oa /J 4' h /614AV. r11� t0 3 1111 BATH#3 IV 8 -8 CLCs. 3' 4" 4'-4' 3'-0' 2'-4" BEDROOM #3 8'-8' CL[x 1, 41_20 VIC --,F-- OPT- OPTS, 0. W. OWNER'S SUITE 8'-8' CLGL 14'-0' E;RE88 i —I I_ Iz LL I 8' s' CLis -- I4 m I — I ECsRE88 12'-411 4 1 -011 2'-4"1, SECOND FLOOR PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com II AA #: 0003325 F W 04 1 W LIE J SU13DIV. 8C I.OT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL 4EHB "2605-HAYDEN" GARAGE 8 WONG: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA Fnp ET 05/15/18 SCA,LE: 1 /4"=1'- 0" SHEET A2 S"fNGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT 8' 2ND FLR. BRCS. HCx�- - FYPON--, BKTIIXI7 OR EQUIVALENT 6' RAISED BAND (TYR) 10'-0 314' 2ND FLR. FIN. FLiB./BRCs. HCst. g ENT I I I I 4B I A I 4' RAISED TYP. I I BAND (TYP.) I I I 8' RAISED I I BAND (TYP.) I I 0'-0' FIN. FLR. _ -0'-4" CsRADE IMINJ � IS'-8' 2ND FLR. _ BRCS. HCsT. i i i i I 10-0 3/42ND FI-R.� I FIN. FLI2/BRCs_ -IGT. 8 -8" CLG. HGT.� I I I 4B I A TYP. I I 0'-0" FIN. FLR. -0'- GRADE - � IMF �t r FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS F'ER FBCR R103A OFF RIDGE VENT v r READ ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH o2Fi'-S' BLD. HGT. 2ND FLR. — - ' BRCS. HGT. ,,,,,-4' RAISED BAND /6' RAISED BAND �1FIN. 0'. 3/4' 2ND FLR. FL A RG. HGT. CLG. HGT, _-. — OPT. COACH LIGHT 0'-0" FIN. FLR _ -0'-4' CsRADE CMINJ CIS'-S' 2ND FLR. HGT. J10'-0 3/4" 2ND FLR. 'T'FIN_ FLR./PRG. HGT. o 8' -5' CL.G. HGT. 0'-0" FIN. FLR. -0 - ' GRADE(MIN.) MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 1541 /300 = 5.14 SQ. FT. 5.14 = 739.68 SQ. IN. MIN. REQUIRED VENTILATION = AX 739.68 IN UPPER PORTION OF ATTIC = 295.872 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 2.57 TOTAL# OF VENTS PROVIDED = 3 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 42.27 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 y W w a F a low Su39Dm 8c LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA PRINT DATE: 05 15 18 SCALE: 1/4"=1'-0" SHEET A3H DOUJN 'F'ON 11 OR %LENT 2ND FLR. H4GT. 3/4" 2ND FLR. LR./SR3. HGT. 5RG. HGT. iRY FIN. FLR. P' GRADE (MIN.) LEFT TEXTURED FINISH ELEVATION RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com L AA #: 0003325 F W V3 v W 0 a F 4 F ti StYBI) V T: CREEKSIDE LOT 32 PROJECT# 03900.009 MOIMLA 4EHB 992605- HAYDEN" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA . :...... r � D T : 05/15/18 SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGEND SYM. DESCRIPTION -a- STANDARD SWITCH 3-WAY SWITCH 4-WAY SWITCH DIMMER SWITCH F-O PUSH BUTTON DISCONNECT T THERMOSTAT SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT INTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) XTEMOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT INTERUPTER) 110V QUADPLEX RECEPTACLE ®MOUNTED) 110V DUPLEX RECEPTACLE (FLOOR 220V RECEPTACLE (4 WIRE CONNECTOR) WALL MOUNTED LIGHT CEILING MOUNTED LIGHT PENDENT LIGHT FLOOD LIGHT WALL SCONCE PRE -WIRE YENT FAN WITH LIGHT (I CFM PER SQ. FT.) A" 3 BULB LIGHT FIXTURE AD= 4 BULB LIGHT FIXTURE anm� 6 E+u1-B LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN UNDER CABINET LIGHT ® 1'x4' FLUORESCENT LIGHT (RECESSED) m 1'x4' FLUORESCENT LIGHT (SURFACE MOUNT) 2'x4' FLUORESCENT LIGHT (RECESSED) s x O RECESS LIGHT • RECESS LIGHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX CEILING OR OPT. FAN p ELECTRICAL PANEL (FIELD VERIFY LOCATION) LECTRICAL MF=TF=R (FIELD VERIFY— OC HQ (WALL MOUNTED) Q J-BOX (CEILING MOUNTED) (LING MOUNTED FAN Q VENT FAN (I CFM PER SQ. FT.) < PHONE JACK Q ETECTOR (CEILING MOUNTED) ® MONOXIDEDETECTOR MOUNTED) 4CEOLING ® D T FOR GARAGE OOR N -� USB PORT NOTES: # LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS T05E VERIFIED B HOMEOWNER PRE -CONSTRUCTION MEETING. # ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO SE ARC FAULT PROTECTED PER NEC 210.12(b) # 20 AMP DEDICATED LAUNDRY CIRCUIT. # GFI • ISLAND (NOT ON KITCHEN CIRCUIT) # DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL # BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501.4 OF FBCR 6TH EDITION (2011), # LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT- INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) # WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) # ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE # ALL LAMPS SHALL BE SELECTED BY BUILDER AND 75% OF LIGHTING MUST SE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404.1 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN OUTLET' FOR VENT OR MICRO COVERED LANAI I N WP A r.—E;l ROOM LIVING ROOM — PRE-WIR'FD L CLG FAN ' J SWITCH IN / `\ CABINET OUTLET /TO 2ND FL. FOR DW� SWITCH Q KITCHEN / = \% GFI 1, T PAN. ®. 44AFF. -- OPT•II GFI \ s/Co (CFI —Im 1 , I , FLEX -)'/. III PRE -WIRED / FOYER CLG FAN E)- WP P.B. FOR'+ \ � GRIMES/ I� PORCH h-- —— PRE-WIRED CLG FAN i BDRM #2 S.D.' WP Panel MAIN -A PANEL: 8/16wpert. breaker VOLTAGE: 120/240V-1Ph 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 Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space 412 2 20 Irrigation Pump 1000 3 4 Space 5 I 6 1 6240 IA/C C.U. 40 2 #8 PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120/ 240 V -iPh MAIN: 150Amp 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 12" C. Wire Pole Bkr Description Watts Circuit I Circuit Watts I 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 Re@igerator 1500 7 8 # 12 1 20 Dining Receptacles AFC( 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 12DO 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer f Flex / Hall AFCI 900 13 14 5000 _ Dryer GFI 30 2 #10 #14 1 15 Living Rm, Lanai, Kitchen, Din. Lts AFCI 900 15 1 16 Space 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 Space 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 #14 1 15 Bedroom #2 / Bathroom #2 AFCI 900 23 24 900 Owner's Suite AFCI 15 1 #14 #14 1 15 Bedroom #3 AFCI 900 25 26 900 Owner's Bathroom AFCI 15 1 #14 #14 1 15 Bedroom #4 /Opt. Bed#5&#6/Opt. Lon AFCI 900 27 28 1200 2nd Floor Hal65TD 2nd FL LN.1 Laun. AFCI 20 20 1 1 #12 #12 #12 1 20 Exterior Lights and Recept GFI 1000 29 30 1000 Irrigation controls only Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 21 35 A/C A.H.U. (Heater 5 KVA at 66%) 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 17600 27900 Load subject to demand factor calculations / line Demand Factor Calculations. ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 46600 ' First 10000 watts at 100% 10000 Remaining watts at 40% 14200 Total A/C load 11765 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Well 35965 Total Amps (watts / 240 wits) 149.9 A/C Square Feet ml Lts & Roo 3 W / Sq. Ft. i 3 at65 General III III Lights & s/ o BATH #2 WC (Watts) � I General Lts & Rao Panel A IDI I I/ /\-P$. FOR GFI GARAGE 44' A.FF. 1 DOOR I I 1 \ KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' = I'-0' L-=' 0UJW /5OLLAR0 As REQ. PER BLDG. CODE IRRIGATION OUTLET A 48' APF. GFI �- T. COACH LIGHT METER FIELD VERIFY LOC. IE,O Alalf= ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FI 6tl-I EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY R1=QUIREMENTS- 5. ALL CONDUCTORS SHALL BE TYPE TRHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER CCU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT * OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FII 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 All 04 II U 0 k D3 a F 4 ti SvsDrv. ae LOT: CREEKSIDE LOT 32 PROJE&F# 03900.009 ffiODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARCHR'ECT- STATE OF FLORIDA Dp �T 05/15/18 SCALE: 1/4"=11-0" SHEET E1 ELECTRICAL LEGEND SYM. DESCRIPTION _#H- STANDARD SWITCH 4 -WAY SWITCH -WAY SWITCH DIMMER SWITCH H7 PUSH BUTTON DISCONNECT TTHERMOSTAT SINGLE RECEPTACLE (125V/20-AMP SINGLE POLE) 110V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED PITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET WIRED TO SWITCH) =9�-- EXTERIOR WATERPROOF/CsFI RECEPTACLE (GROUND FAULT NTERUPTER) IIOV QUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIIR= ONNECTOR) h0 VALL MOUNTED LIGHT EILING MOUNTED LIGHT PENDENT LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I GFM PER SQ. FT.) AOA 3 5UL5 LIGHT FIXTURE �aaa4 BULB LIGHT FIXTURE nnnnnnrp 5UL5 LIGHT FIXTURE TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN k� NDER CA5INET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) ® I'x4' FLUORESCENT LIGHT (SURFACE OUNT) x4' FLUORESCENT LIGHT (RECESSED) . x4' MUOlig�_5CENT LIGHT (WIRIrACIF O C�ft LIGHT O CESS LIGHT (VAPOR PROOF) = v EILING MOUNTED LICIT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) LIECTRICAL METER (FIELD VERIFY' OCa b -50X (WALL MOUNTED) QJ -BOX (CEILING MOUNTED) EILING MOUNTED FAN lq VENT FAN (I CFM PER SQ. FT.) PHONE JACK Q SMOKE DETECTOR (CEILING MOUNTED) OKE/CARBON MONOXIDE DETECTOR CEILING MOUNTED) HIMES ® EILING MOUNTED OUTLET FOR GARAGE OPENER TV JACK -� SS PORT NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS T05E VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI 6 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 C FMI INTERMITTENT PER TA5LE M1501.4 OF FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) WIRING METHOD SHALL 5E NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) ALL RECEPTACLE TO 5E TAMPER -RESISTANT TYPE ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFIVEKT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDEN_T_LAL ENEF43Y EFFICIENCY) 2011. 6th EDITION R404.1 BEDROOM #4 F'RE-WIRED � CLG FAN w BATH #3 - BEDROOM #3 PRE -WIRED CLG: FAN 77 UPSTAIRS BEDROOM #5 LIVING 30zo /PRE -WIRED � I CLG FAN + ` O w w_ W.I.C. I I I I I I I I o I LAUN. F----- r= - OPT. S� WALL MOUNTED ATTIC ` — — L ICsHt W/SWITCH IN OWNER'S SUITE OWNER'S BATH PRE -WIRED CLG FAN SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4- = P-ol 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 IprF r h 04 c� M 0 tj y W [E-4 SUDDIV. 6e LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL. 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA L 2 iIII l*i.i Mti;T rice. 1 DATE: 05 15 18 SCALE: 1/4"=1'-0" SHEET E2 Ile I L - - _ - - I TO MAIN SECOND FLOOR SCALE: 1/4 = 1'-V 2' VTR I la 2' II-1� �Av LAV KITC4aEN s1w W/ AUTO VENT 2' PLUMBING RISER 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N' O U W O h A F 4 Cti ti SVH3:)M 8e LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. j ARCHITECT- STATE OF FLORIDA rs�ir� a Q 5 15 18 DATE: SCALD: 1/4"=1'-0" 1 SHEET pI A ME I i BDRM. #4#4 75 ICO�'1 IZS4� O O BATH #3 c 4' SX4 5X4 1 I 5' G 4; M I5 BDRM. #3 12x5 PA55 t+�RU UPSTAIRS LIVING Em o "" ;, CFM i I I I I 1 I 10X6 �5 GFM I I I II BATH (3) 0 11 SX4 3 I 12' I E I I L-------- BDRM. #5 12X5 PASS Tl 4RU 4� 5 Gx LAUN. F---- bar-- ------ IL It Imxb Iz¢) GFM 10X6 �5 GFM 10X(o G1=M . OWNER'S SUITE SECOND FLOOR HVAC PLAN ti w w 4 F 4 U 0 F A ti Isvaarv. a� LOT:CREEKSIDE LOT 32 PROJECT# 03900.009 MODEU 4EHB "2605-HAYDEN" GARAGE B'WMG: RIGHT PAGE: SECOND FLOOR HVAC PLAN 60 MPH EXP. C PRINT A05/15/18 SCALE: 1 /4"=1' - 0" SHEET 2 Fit DINING ROOM Ps 1,ax6 II I I II I II I I O 120 CI=M 00 ❑ -- M1,�� I I I — � 120 GPM KITCH;N I— _ 1211 4 10X6 =-6 i 5 GPM 16 lox& 4 120 C: --mJ,�r—M 6X4 111CFL12x8 PASS T+ 4RU III FOYER III III III I I PORCH I LIVING 1211 ROOM F-- BEDROOM #2 611 10X6 120 GFI'? 411 roll -� 12® — PASS IOx6 — TI-IRU — 120 CPM 50 SX4 GPM 45 c,:m o STOR. 0 0 GARAGE FIRS' FLOOR HVAC PLAN HAYDEN EQUIPMENT SCHEDULE 4 TONS MFG CARRIER Cu 25445C548A"030# AI-4U PX4DNC5,P.l043L HEAT 5KW SEER 15 SEER TOTAL CAP 41500 ELECTRIC 208/230/IPI4 BRKR CU 40 AI41J 35 REP LINES 7/8, d 3/811 w w U �1 O F Q U C*7 q F A SVHDI`T. de LOT: CREEKSIDE LOT 32 F%WJECT# 03900.009 �sODELA 4EHB "2605—HAYDEN" GAiiAGE BVMG: RIGHT PAGE: FIRST FLOOR HVAC PLAN 60 MPH EXP. DRINT A05/15/18 8CALE: 1/4"=1'-0" 8HEET VI I'M COPY 2X4 TOP PLATE F PLAN CORNER BEAD PRE-FAB TRUSS I _ WE OARD PORTLAJ tD CEMENT PLASTER STRJCTURAL FOR DIRECTLY APPLIED REINFORCEMENT TO MASONRY 2x6 P.T. UA I/2" CRCs. B ATTACHED 70 FILL NOTE: STUDS IN ,; .,:, ,.: ,, :: _..:._... ,..,_:... CELL AS PER PARTITIONS SUPPORTING _ �DOVT 1/2' DRYWALL WALL HUNG PLUMBING C4JLKANOSEAL APPROVAL 45ACKER ROD z FIXTURES AND WALL WEATHER STRIP CABINETS SHALL BE NOT LME MOULDING ALL I �' WC SLEEVE FOR C"S LINE AROUND !BY LESS THAN 2x4, WHERE cmu GALV. STEEL DOOR MAJW.Y 2X4 WOOD SPACED NOT MODE TRacK Bt6 ASTENEDTO STUDS 024' THAN 16" O.C. OR, NOT �ulooa eAee� FWOOD JAMB PER oG. LESS THAN 2x6, WHERE SAL REa VERT1ICSAL � 1' MIN. �OTHERSDooR SPACED NOT MORE BY MALR SLIDEFASTENED To THAN 24" O.G. TRACK BRACKETS ROOM IU/ PRODUCT ONC. SLAB ° �. APPROVAL RECL ULr FIN.� LR AND FOR e� walwn f`2 GAS LINE THRU BLOCK GARAGE DOOR JAMBS 1 TYP. INT. WALL NON—BRG. �l SCA`°'la''I'-ff D1 SCALE: 1 v2"=I'-0' D 1 SCALE: 3/4'=1'-V' FIBERGLASS SkINCsLES 2x BLOCKING BETWEEN TRUSSES OVER 030 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 4P30 FELT PAPER INSTALLED PER FBGR FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 ON I}' O.S.B. OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, OVER 030 ELT PAPER PRODUCT, INSTALLED SHEATHING OR J' CDX OR SYNTHETIC PER FBGR R905.1.1 ON PLYWOOD SECURED PER INSTALLED PER FBCR i R905.1.1 ON �' O.S.B. PRODUCT, INSTALLED O.SU3. SHEATHING OR it FASTENER SCHEDULE STIFFBAGK At ALL UPRIGHTS SHEATHING OR it COX PER FBCR R905.1.1 ON CDX PLYWOOD — PER STRUCTURAL DETAILS PLYWOOD SECURED PER O.S.B. SHEATHING OR }' 5/8' GYPSUM BOARD SECURED PER FASTENER SCHEDULE CDX PLYWOOD SR EN HIGH FASTENER SCHEDULE -m PRE-ENG WD. TRUSS I m MtL. DRIP EDGE SECURED PER STRENGTH GLG. TYP. TYP. 2x FASCIA PER FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. O.H, x ` : `� VATION STRUCTURAL 2x FASCIA PER 4PIER ELEVATION SEE ENERGY CODE FORMS FOR R ELEVATIONS CONT. 2x RAT RUN SECUD�ELEVATIONS PRE-ENG TRUSS PRE-ENG TRUSS FjE INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS SEE ENERGY CODE PR=-ENG. GABLE TRUSS MTL. DRIP EDGE MTL. DRIP EDGE SULATION R-VALU �F'ER ELEVATION WEEP SCREED PER ELEv 1 WEEP SCREED 2x4 OR 2x6 FASCIA PER TYF`2x4 OR 2x6 FASCIA PER ELEVATIONS pH. ELEVATIONS 2x P.T. SECURED PER 5/8" YPSUM B �' 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGHS NGTH ARD STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -4.1 1 ATION 1/2' THICK, 2 COAT REFERENCE WI A GHMENT AS PER PORTLAND CEMENT PLASTER APPLIED STRUCTURAL A FACTU S SPECIFICATIONS PLASTERY TO MASONRY RENCE Ix2 P.T. FURRING TRUCTURAL STRIPS 16' O.C. Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED STRIPS o 24' O.G. I/2' THICK 2 GOAT FORELAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. CEMENT PLASTER APPLIED I/2 GYP. WL. BD. ' GMU PORTLAND CEMENT DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE O DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _H L_ O, 0'-0' FIN. FLR 0'-0" FIN. FLR, _ OL 0'-0'17 FIN. FLR a a 8' CMU a ' aq A W WINDOW OPENING TYP. WALL SECTION A W WINDOW OPENING TYP. WA SECTION NO OPENINCs NOTE: B NO OPENING PER FBGR 905.1.1 - FOR ROOF SLPI=S 2:TO LESS THAN 4:12 A 4 I —STORY HIP BLOCK WALL (2)LAYERIUNDERLAYMENT SYSTEM 5 I —STORY GABLE BLOCK WALL SCALE: 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES SCALE: 3/4'=1'-O' OF 4:12 OR GREATFER, 0) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U w a a F 4 ti EELEEV SuBDIV: de LOT: CREEKSIDE LOT 32 PROJECT# a3sao. oos MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHRECT- STATE OF FLORIDA 05/15/18 SCALE: 1/4$$=1'-0" FIBERCsLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER FBCR R505.1.1 ON I}' O.S.B. SHEATHINGS OR }' COX PLYWO= SI^CUileD FAR FASTENER SCHEDULE PRE -Ewes WD. 1'RI_SS--- - 24' O.C. MAX. METAL DRIP Eow--� 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED - SOFFIT REFERENCE - STRUCTURAL 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER FBCR R005.1.1 ON O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE Ep f+ PRE-ENG WD. TRUS LEVATION 24 O.C. MAX.4--v N LEVAtION METAL DRIP EDGE R77-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY m CODE FORM. 2x4 OR 2x6 CODE FORM. pH 5/8' GYPSUM BOARD FASCIA PER I m OR 1/2' HIGH STRENGTH ELEVATIONS T•H R I/2'GYPSUM BOARD TYP. GLGs. HOARD TYP. OOR HIGH STRENCatH VENTED CLG. HOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE N STRUCTURAL -4.1 INSUL. 0 } � z lu � o l WINDOW ATTACHMENT w AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL - 3/4' T 4 G SUBFLOOR '7CLUED AND NAILED 3/4' T 4 C SUBFLOOR AS PER NAILING CLUED AND NAILED SCHEDULE 0' t 1/2' THICK, 2 COAT q AS PER NAILING } SCHEDULE PORTLAND CEMENT PLASTER APPLIED DIRECTLY TOLu- m MASONRY i R oILrER \fFELEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL R ER LEVATION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM HOARD OR 1/2' HIGH STRENGTH CLGs. OR 1/2, HIGH STRENGTH BOARD CLC, BOARD P'ER ELEVATION IX2 FIRE -STOP R-4.1 INSUL. R-4.1 INSUL. z `n O p > j lu WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS ® 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 4 a 9 a 4 n W/ WINDOW OPENING iH 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 2-STORY FIRST FLOOR SECOND FLOOR BLOCK C Al L .S/Jl_11 Il.. Ix2 P.T. FURRING STRIPS ® 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE a ,�_WITHOUT WINDOW OPENING V BLOCK 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abtVasigngroup.com AA #: 0003325 F W r r4 0 y q F a ti SvsDiv: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GARAt}E STnNG: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT STATE OF FLORDA ■ lw_l \ -mac.��:0,� 6_ D T r 05/15/18 I SCALE: 1/401 =1'-011 ' B 0 A -BOLTS 4' EMBEDMENT MIN. EVENLY FROM FLOOR TO 0 SECURE 2z4 ON FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 G4RAC%E DOOR BUCK W/ (5) 0 VX8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X1i WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAC-0 DOOR HDR. IN JOINTS PRIOR TO FILLING:. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(I)VXS' J-BOLTS 4' EMBEDMENT W/ 2'X2'Al WASHER AND NUT. 1*1 0 n 0 C 0 MANWFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 3 8' CMU I rr711i' DRYWALL r-I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR b/a X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK ❑ W/ Wb' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING: \DOOR CASINGS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 " WINDOW TO BLACK +3/4 OR +5/4 SCALE: N.T.S. 2X4: cm SECURE TO BLOCK W/ i(6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING:. 2X6:® SECURE t0 BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 — WITHIN S' OF EACH END 4 18' O.G. MAX SPACINGS. 2X8: SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y.i ) WITHIN 8' OF EACH END IS' O.C. MAX SPACING lEr-108 ' CMU ❑' DRYWALL X4' OR I"X2' P.T. NAILER OOR CASING: DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1/2" ital WINDOW TO BLOCK +1-1 2' )' SGAL£: N.T.S. 2X4xw SECURE to BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 512E 3W MIN. EMBEDMENT I Y4' ) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING:. NOTE: STRUCTURAL ZX MUST BE ON OUTSIDE 4 2X6=m SECURED THROUGH SECURE t0 BLOCK W/2-'W6' NON-STRUCTURAL' TAPCONS TAPCON MIN. I—Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') , CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACINGS. X4' OR I'X2' P.T. NAILER ® 2X8:SECURE TO BLOCK W/27k' O.S.B. X 4'MIN. TAPCONS(MIN. SHANK SIZE .145DOOR CASING:MIN. 4MANUFACTURES HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y¢)ATTACH TO 2X PER WITHIN 8' OF EACH END DETAILS. IS' O.C. MAX SPACING:. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEI<D Y4a) DOOR JAMB TO BLACK +1-15/16" WINDOW TO BLACK +1-15 116" C SCALE: N.T.S. 2X4:® SECURE t0 BLOCK W/ 3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING:. MUST BE ON OUTSIDE 4 2X6a m SECURED THROUGH SECURE to BLOCK W/2-We' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 , 8 CMU 18' O.G. MAX SPACINGS. Yi' DRYWALL 2X8cm I"X4' OR 1'X2' P.T. NAILER ❑ SECURE TO BLOCK W/2-%' OOR CASINGS TAPCONS (MIN. SHANK SIZE .145 CDOOR MIN. HEAD SIZE .300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') TTACH t0 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING:, NOTE. SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" WINDOW TO BLACK +2 1 4" '� SCALE: N.t,S. 2X4= SECURE TO BLOCK W/ We TAPCONS (MIN. SHANK SIZE .14S MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8 EACH END NOTE: STRUCTURAL 2X 18 O.G. MAX SPACINGS. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-4,NON-ST RA NON-STRUCTURAL �(6' TAPCONS MIN. (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD I S ZE 300 8' GMU MIN. EMBEDMENT I Y4')DRYWALL WITHIN S' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' OZ. MAX SPACINGS. ❑ 2XSa® SECURE t0 BLOCK W/2-w TAPCONS DOOR CASING: (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH t0 2X PER 18' O.C. MAX SPACINGS. MANUFACTURES DETAILS. NO$a aan Ab NEEDED To ft" J" (DO NM DacWo 141) DOOR JAMB TO BLACK +3" WINDOW TO BLACK +3" E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ Wo- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING:. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH 3t SECURE TO BLOCK W/2-%' NON-STRUCTURAL Wo TAPCONS(MIN. SHANK SIZE TAPCON MIN. I—Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 8' CMU 18' O.C. MAX SPACING:. ' DRYWALL 2X8:® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' OG. MAX MIN. EMBEDMENT I Ya) OOR CASING: WITHIN S' OF EACH END 4 DOOR JAMS OR WINDOW 18' O.C. MAX SPACING:. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +T WINDOW TO BLACK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 NOTE: STRUCTURAL 2X WITHIN S' OF EACH END t MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING:. SECURED THROUGH 2X6:® NON-STRUCTURAL' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-44' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU %�' WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACINGS. I'X4' OR I'X2' P.T. NAILER 2XScm ❑ SECURE TO BLOCK W/1-1/4' 6' O.S.B. X 4' MIN. TAPCONS IMIN. SHANK SIZE .145 DOOR CASINGS MIN. HEAD SIZE 300 MIN. EMBEDMENT I ') Y4 DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH t0 2X PER 18' O.C. MAX SPACINGS.Q MANUFACTURES DETAILS. NOTE: /Nfi AG NEEDED To MAM JAM (DO NOT O CEW Y4') DOOR JAMB TO BLACK +3-7/16" UWINDOW TO BLACK +3-7/16" SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4,) WITHIN S OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.G. MAX SPACINGS. MUST BE ON OUTSIDE 4 2X6mw SECURED THROUGH SECURE TO BLOCK W/I-1/4: NON-STRUCTURAL TAPCONS (MIN. SHANK SIZE .145 EMBEDMENTP INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 DRYWALL IS' O.C. MAX SPACINGS. ❑' I"X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASINGS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IS' O.G. MAX SPACING:. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK +3 3/4" t` SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F W h U W O m w F 4 IQ C4 h StJHDIV. 6e LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605—HAYDEN" C>fARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT- 8TATE OF FLORIDA DATE & DATE: : 05/15/18 SCALE: 1/4"=1'-0" .ile c*0 Buildine Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to Swing door (+36) / (47) (+67) / (67) Therma Tru Smooth Star FL20461.17 N/A 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 Non Impact @ head. 11J4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 11/4" 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 Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+50) / (50) Ply Gem 4780 FL14634.2 R3 Non Impact 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 FL7006.1-1110 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 gauge 1 %" annular ring -shank nails, Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 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 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 an 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. Huber Wall Sheathing 17147-R2 Sheathing 1441 N. RONALD REAGAN Bl. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com L AA #: 0003325 F O 0 U A F q C: Ij S'U'HDIV LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" G II GE SWING: RIGHT PAGE: PRODUCT APPROVALS 60 MPH EXP. V ARCHrTECT- STATE OF FLOF11DA AT DATE: : 05/15/18 SCALE: 1/4"=1'-0" IWER