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HomeMy WebLinkAbout6987 Silverado Ranch Blvd99 O4EHB -HAYDEN 99 HOMES fl� G RN`!'vs \N��a vG��OG.��� F E 2 RGop�o�p.�,(OF 12602 TELECOM DRIVE, VT TAMPA, FL 33637 S`' Tel: (813) 740-9720 Fem: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) -FLORIDA FIRE PREVENTION CODE 6TH EDITION ABV, ABOVE MFR MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADJ. ADIUSTABLE M.T. MITTALTHRESHOD DATE DESCRI[P ION ARCHITECTURAL SHEET # DESCRIPTION •NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION ALT. AMP. ALTERNATE MTD. AMPERAGE MTL MOUNTED METAL DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •ALL LOCAL AND STATE CODES •OCCUPANCY — RESLDENTIAL CROUP R3 •CDNSTRUCHDN TYPE - VB •YIN. INTERIOR IdN13H — CIA33 B *BASIC HIND SPEED — VuH=150 MPH Vasd=1l8 MPH •EXPOSURE - B �y� e1-STOILY RESIDENCE - •2—STORY RESIDENCE — VAX. HEIGHT AS PER LOCAL AND STATE CODES B. ct Gam. CLG cta CONC. CPT. C.T. D. DHL D.O. DIA DIM DISP. DP. DR D.S. DEL. D.W. E. ELEV. EQ. EXH. EXT. F.GJFX. BOARD N.T.S. CENTER LINE o.c. CABINET P. CEILING P.B. CLEAR ex CON REM PLT. CARPET PLYWD. CERAMICTUE PR. DRYER P.T. DOUBLE R. DUAL GLAZED RAD. DIAMETER R.A.C. DIMENSION REP. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUTS.D. DETAIL S.H DISHWASHER SHT. EACH SHTHG. ELEVATION SHWR EQUAL Sim EXHAUST SL EXTERIOR SL.GL FIXED GLASS STD. NOT TO SCALE or10ENTER UNE PROPERTYON PUSHBUTTON PHONE PLATE PLYWOOD PRE PRESSURE TREATED RISER RADIUS RETURNAIRGIULL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMORE DETECTOR SINGLE HUNG SEE Er SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD PG C11—CO S ET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A—FLOn0[•R PLAN S CT[ON3 & DETAILS PG AA2-SECOND FLOOR LAN PG A3J—FRONT de REAR ELEVATIONS "J" oLpG 'I — RIGHT�gp TION PG I—� IAOR rt��R AC 'L L ri I(OO 11 P PG PI —PLUMBING PLAN CAL LAN PG MI —FIRST FLOOR MECHANICAL PLAN _ F:8 D3 89AINLgU FLOOR MECHANICAL PLAN PG D2—DETAILS PG D3—D PG D4—P D CT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA�2g Wp�:�.L}�L ASSy�Ej�Jy�BLY D�TAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—MALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAS —WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 �p /��}/� .i' 1. C=. s IST PLR LNIJG 1104 Ga FT. A47 FLR LIVING 501 ea PT. TOTAL LIVING 260y SQ. FT. faARAiaE 43'1 SOL FT. F.G. FUEL GAS SWS FINISH SHEAR WALL SECTION A.B. DESIGN GROUP, INC. PIORCN ELEVATION V 4S SOL FT. FIN. FLR. FLOOR TEMP. TEMPEREDGIASS 1441 NORTH RONALD REAGAN BLVD. TOTAL ELEVATION 'J' 30M SGL FT. FR. DR. FRENCH DOOR T.O.C. TOP OF CURB LONGWOOD, FLORIDA 32760 BW PATIO w $a FT. FTG. GA. FOOTING T.O.P. GAUGE T.O.S. TOP OF PLATE TOP OF SLAB Tel: (407) 774-6078 GAR. DISP. G.F.L GARBAGE DISPOSAL TYR GROUND -FAULT U.N.O. TYPICAL UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS V.P. GYPSUM BOARD W. OTHERWISE VAPOR PROOF WASHER STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG SIAA-DETAILS PG SI.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS PG S3.LB—DETAILS PG S3.IC—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG SG —ROOF FRAMING PLAN PG SN1—DETAILS H.B. HOSEBHi W/ WITH H.C. HOLLOW CORE WD. WOOD HDR, HEADER WUw. WINDOW HOT. ORHf HEIGHT W/H WATER HEATER INS UL INSULATION W.L WROUGHT IRONREVIE LAV. INTERIOR VATORY LUM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT W THE BUILDER ASSUMES ALL IJABDJTY FOR DIPERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEW 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. (RBQUSST FOR INFORMATION TO THE ARCHITECT OR ENGINEBR FOR CLA6 TION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN DRAWN FORMS IN A TIMELY MANNER. AB DESGN GROUP TAKES NO RESPONSIBILITY FOR DITERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.wm L AA N: 0003325 ISTUTMIv. ds LJO1! SILVERADO LOT #55 BLK. #6 PItOJlICT 4 I-5 61 MODMIU 4EHB "2605- HAYDEN" OAIt"N SWV90: RIGHT PAOZL: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2D17) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORT( PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR W LL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 3YMINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.2B GAGE (0.48 MM) SHEET STEEL P MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER SECTION R302.6 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN'%4NCH GYPSUM BOARD OR EQUIVALENT. SIZE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN T LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. 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, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TNIBER 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 (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER S. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2V AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIMBRNi 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. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 S. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 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. EKTERXM WALL CdNEMN 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 R3012(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FENM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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,1Q' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -I IA AND R703.7. 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/Y GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES (CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THI8 PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6079 FAX: 407-774-4078 www.abdesoWoupcom L AA N: 0003325 , L4 0 aVERDIV. & LOT. SILVERADO LOT #55 BLK. #6 Poa � rip 02-55061 MODRU 4EHB "2605- HAYDEN" GARAGN INIVID 0: RIGHT PAOW: GENERAL NOTES 150 MPH EXP. B PAT10 9 0 3052- 6068 a4p. 121 30S2-81 Eames 12'-4' I I I DM I 9 RM 1114, CL& INS °D ROOM " BROOM #2 S -6' G G I V-6'Q v1'-2' 3'-8' 5'-8' 3'-6' 6'-10' 3'-8' a, I A I I j (2) 2066 I 0' INK I I I ? POST v I I IR BH I I " ID w . I VIC I " II 1 GI BATH#'l I 64' CL& �+ I I I I Iti I 3'_®. 2'_6. iv W.C. I .8 q�_m. Ov 3'-6, g�_q. 3 _q• 5'-8' 5-sH iv REP --- ARCS{ 2960 6C STAIR DATA 20 MIN. p I6 RISER • 1.54' L/J D TREADS 10' BOLLARD — — — is A6 REQ PER BLDG. ■ II 1`-C'-7-'1` CODE III PI�iC C� IV 9 6'•8' G.G. III °' w S''S' dJs. .0 iv GARAGE W-V CLG. 9 " III 3068 III t". III TRANS 2'-10' _m• X_�• . - tlt- g�_s. {I _6• 10, e CLG m NY-C' X 1'-m' CA. -------------------- mI FIRST FLOOR PLAN SCALE. V4' . I'-0' NOTE.2-STORY Gypsum BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN NS' (35mm) IN THICIO•E66. SOLID OR HONEYCOMB CORE STEEL DOOR$ NOT LEW THAN I46Y35mm) THICK. OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE s 176 ATTIC AREA BY NOT LESS THAN ig'(T2.1mm) GYPSIP'1 BOARD APPLIED TO THE GARAGE SIDE, GARAGES DENEAT14 HABITABLE ROOM6 SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LE66 THAN %YB.9mn) TYPE X GYP" BOARD OR EQUIVALENT UNDER STAIR PROTECTION. ENCLOSED ACCE0611SLE SPACE UNDER STAIRS SHALL HAVE WALLS, UDDER STAIR SURFACE AND ANY 60WITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 ° c w111110 io a�iRa WE 1t w""D" mwm MIN. WINDOW IV 5 25/-33 CRITERIA EXTERIOR SWING R g 24/-31 DR MIN. CRITERIA 6CAD. MIN. 41 5 23/-29 CRITERIA *010 O.H.D. IT2 5 20.1/-22.1 BASIC MIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT — t 0.18 BLDG. CAT.=Il, EXP.-B, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOATE011i1r SQ.FT. CALL. S 1ST RR LIVING 1104 SQ FT. 2ND FLR LIVING 501 SQ FT. TOTAL LIVING 2605 SQ FT. CsiRAGE 431 8Q. FT, PORCH ELEVATION V 43 8Q. FT. TOTAL ELEVATION V 30" SQ FT. #'ATV PATIO 80 SQ FT. MASONRY/FRAME U ALL LEGEND 8'-8® L UNO ON PLANS BRG. HGT. VARIES 6' BLOCK ND AN ON PL ANS NS 16'-8' BRG. INTERIOR BRG. WALL UN.O. ON PLANS 1 INTERIOR1 LOAD ISW. WALL LINO. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA 11: 0003325 IJA7i lannn amwiv. s LOZS SILVERADO LOT #55 BLK. #6 PROJIMICTif 04128.002-55061 MODaL: 4EHB "2605— HAYDEN" oAZRAGZ SwWO: RIGHT PAO31C: FIRST FLOOR PLAN 150 MPH EXP. B PPINT DATEk 1/18/19 SCAll a: 1/4"=i'-0" 8*9=l' Al D6L. TOP PLATE 0 M ADBAR DETAIL A SCALE. 1/2•.1'-0- 9 9 DIM. VARIES DTL. (,)ARCH SCALE, 1/2'.I'-V' —42' K HALF WALL All T T SECURE TREADO TO STRINSER (2) LAYERS OF 5/4' PLYYIOOD � O� 1 j �,J UK)PS )• SCREW! � EA OR (2) LAYERS OF 31W SUE, AM• T40 SM R.00R TO CXTEDD DEYDICIO�Ef6 FLOOR HATERSOLB�NAILNGFOR ION FASTOER SCNEDW.E GLUED A REWED OP SUD-PLOOR SDEATMING /i / V / 42' M. W WALL UN 8/1' K / CAP I A x. PLATE / STOR. 1Y / 3-2xy Syr BTRNGER L W(CONT.EEAD OF / SUID-FLOOR ADFENV! J • (p�. - •� m FL-400 OR SMLARE 4 / EA HORIZONTAL RUN a 2 X 4 RE-RFORCNd. / • EA 2 X 12 STRINGER / SECURE W12d •'-V OC. OF EACH EDD, 32' OL MAX ISR3. bIGT. FL R T'R786E- 6 STTAAM RISERS TO 0"ORM TO PecR &TM EDITION (20n) STAIR DATA: MK TREAD.10' MAX-R18ER.1 3/4' 1116' 16R • 1.54- MAX VARIATION N MOSPOAMADS 15 TREADS 0 AO.IA"NT TO EACF4 OTWER SW MAX 10'. 1' NOSING VARIATION N ANY RMIRRREAD NANDRAIL GRWLAR CROSS SECTION DIA. TO W 1 3(4' V4. OR P'RDNDE EQUIVALENT GRAWASILITY WINDEISS- MIN S• WDE . NARROW O'D MSL IP WDTM • C' PROM NARROW END 34' MRL WINDRAIL MST. GNCLOSED ACCES&DLE SPACE UNDER STAIRS SHALL NAVE WALLS, UDDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE UTM IR' GYP&JM EIOARDS. MX R 30.1. STAIR SECTION C SCALE: V2'•I'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' kMMIL • 36' AS PER FBCR R3111.82 W/ 2X4 RE-IPFORGRrG NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14•t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARmEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16016.1 / F.B.G. 2011 HANDRAIL SECTION D SCALES 1'-0. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.407E www.abdesWngroup.com AA 5: 0003325 oNo a sLTDDIV. a LOT. SILVERADO LOT #55 BLK. #6 PIEOJMCT 4 0 - 5061 MOIDSU 4EHB "2605—HAYDEN" OARAOX 8VFU40S RIGHT PAGZ: FLOOR PLAN SECTIONS & DETAILS 150 MPH EXP. B Mm 12 Bill Em ,I SECOND FLOOR PLAN 1/4 . I'-V I IN i rAft I Apt 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 unm� subviv. as LAM SILVERADO 0 LOT #55 BLK #6 LA 041287'0'0'1-55061 MoDalu 4EHB "2605- HAYDEN" IMARLAOR BWIKG* RIGHT PAGE: SECOND FLOOR PLAN %150 MPH EXP. 26'-8' BLDG. WGT ti SHINGLE ROOF FYPON I0'X48' DECORATIVE SPUTTER OR ECUIVALENT 18'•8' 2ND FLR _ BRCS. ;gT, 6' RAISED BAND (TYPJ� 10'-O 3/4'4, 2ND FM FLR - 8'-8' BRG. HGT.� _ ENTRY s 4' F BAND 0'-0' FIN. FLR FRONT ELEVATION E V4 . TEXTURED FINIP LAP SIDING AS SPEGPIED (TYPJ 6' TRRT BOARD 6' RAISED BAND 4' RlEIZE BAND (TYPJ _ IS'-8' 2ND FLR. BRG. HOT. FYPDON -0. b'X02' DECIO DECORATIVE SHUTTER OR EQUIVALENT 4' RAISED BAND _ 10'-0 3/4' 2ND FIN. FLR 8'-8' CLG. HGT. �— 6' RAISED SAND OPT. COACH L 1014T 0'-0" FIN. FLR -0'- GRAD INJ AREA OF ATTIC - 1585 SQ FT. NET FREE VENTILATION AREA REQUIRED 1/3ID REQUIRED, VENTILATION AREA ISM /300 = 5.26 VENTILATION AREA X SQ. INCHES PER Fr.(144) 7EG6 SQ IN. 1AN.REQUIREDVEROLATION SX 7SU IN UPPER PORTION OFATOC 3564 SQ IN. ff IIDGE VENTILATION ARE • 215 SO, IN. PERVEiT 3I44/113 TOTAL: OF VENTSRECUIRED 130M TOTAL e OF VENTS PROVIDED 4 'AREA DFATTIC ISTIE PERIIAM OFTHE HOUSF. 1SSTRE OVERHANG (IXTERK)ROFWALL-rOWMMOFWALJ.NOOVERRANGSINCLWWI � � a OFF RIDGE VENT OFF RIDGE VENT �5 18'-8' 2ND FLR, _ _ ,�18'-8' 2No PLR. BRA.THCsTHCs LE14 HIT. I I ❑ ❑ 1,-0, I I I I I I I I v ay v} R Ta le 4PPLM eaPro+T I I F A ~ DNIECTLT TO MA80NNY I I 4SN' GALV. %'-TYPE I _ FLASHING SET IN ROOPSYs CEE'ENT 10,03 2ND FLR _ ( I ,L10'-0 3/4' 2ND FLR P01MLASS SHINGLES OVER 90 PEL 2X6 BIT PT LEDGER 0V FIN. FLR/BRG. HOT. —y --- --------------------- --- FIN.FLRBRG. HIT. PAPER ON VI6' ObD. SLlATHN6 OR MW TIIICADED ROD 32' CLG. HGT.oI, ( I 0-8' CLG. HOT. V2' COX PLY0100D SCC121ED P!R OL. 4 WTHIN 6. OF EACH �.� _—_—_—_—_____—_—_—_—_�---_ _ _ — __ MAAILLINGG END D MAX. SET IN Otf-GM 7ND FIRL RR ! ppryry HIGFI BTI�IGTN EXPDXY PCR FLEW I I LSU-26 TYP. ) I OR PM-ENG'D TTPL06 I I (PER ELEVI I I a d � ROOF 6LCPC PER _••'— I I r MIN. Ili' CM NEATHIN3 I I auaGET To M I EwiED TO G WN IEL FOII Sarre I I 2X6 M!I'OER6 IW Od NAILS 0'-0' FIN. FLR 0'-0" FINmmmm . FLR LUW6 Y1'�14) Wd'' -0'-4 GRAD I . - --- ------------------- -- of 0" G L l INJ To MOM M4(2)IOd'► I Y.0 2X6 JOWT 2X6 SYP Pr LEDGER lW v2W THMADED I%= 32' O.C. 4 SITHM 6. OF EACH 00 MAX. SET IN SIMPSON HICdI 6TIIDOTW EXPDXY 6' MIN EI'RED. REAR ELEVATION OVERHANG DETAIL SCTEX ALE: V4 • I'-0' TURED PINISH A SCALE. 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-7744078 www.abdesigngfoup.com AA 0: 0003325 amm iunDIv. eG LOT. SILVERADO LOT #55 BLK. #6 Pnon=T 04128.002-55061 HOD3'L: 4EHB "2605- HAYDEN" GAllAGa EFTIENG: RIGHT PAGM: FRONT & REAR ELEVATION "J" 150 MPH EXP. B 4 OFF RI� T I9'-8' IND FLR ------ _---_,�18'-8' IND FLR BRG. FKoT. -0' 10'-0 3/4' 2ND FLR I0'-® 3/4' 2ND FLR. FIN. FLR/BRG. HGT. ------�•!- ------------------------------- ------ -- FIN. FLRIBR'a. HST. 8'-8' GLG. HGT. ------- ------------------------------- - -- .►8'A BRG. HGT. •• ENt� 0'-0' FIN. FLR FIN. FLR 0'-4 D CM `-------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION SCALE: 114 a I'•0' TEXTURED FINISH OFF RIME T 5 2ND FLR 18'-8' IND FLR II II 1'-m• 10'-C 3/4' 2NO FLR , II II 10'-0 3/4' 2ND FLR. FIN. FLR --- --- --------^------------------------- ( lT------ FIN. FLR 9'-8° BRG. HGT.� --- -------------------------------_--� _ 8'-8' GLG. NCsT. • ENTRY rn. I I I 0'-0 ' FIN. FLR ( I FLR -0-4'G DE( IN.) ----- ------------------------------'---- ------ IN.: - .0- G DE M RIGHT ELEVATION SCALE: V4 a I'-& TEXTURED FINISH L441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32T00 PH: 407.7748078 FAX: 41, 774.4078 www.abdesigngroup.com AA M: 0003325 aysaiv. at LOT: SILVERADO LOT #55 BLK. #6 P1tOJmCT# 04 02-5 1 ltoasl� 4EHB "2605- HAYDEN" OA2tAOm OWING: RIGHT PAOO: RIGHT & LEFT ELEVATION "J" 150 MPH EXP. B DptINT A 1/18 9 aCAM 1/4-=1•-0" sllmmT A4J ELECTRICAL LEGEND GYM. DESCRIPTION +E- STANDARD SWTCH " -WAY SWITCH y� -WAY BWTCH IMMER SWITCH NS BUTTON frnil RICOhfNEGT T HERP'IOSTAT W.I.ff RECEPTACLE (128vC20-AMP NGLE role) R" DUPLEX RECEPTACLE � WV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTER(TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWTCW XTERIOR W4TERPROOP)OFI RECEPTACLE (GROUND FAULT NTEIRUIPTER) WV OUADPLEX RECEPTACLE PLEX RECEPTACLE (FLOOR ECEPTACLE (4 WRE TOR)OUNTED LIGHT MOUNTED LIGHT 4FAN T LIGHT LYTNT CONCE PRE-WRE WTH LIONT (I CFM PER SQ. PT.) LIGHT FIXTURE LIGHT FDCfLM YSSSSS BUILD L�HT PIXTURE ' TRACK LIGHTING TTIC L*H'T WTH PILL CHAN per( R CABINET LIGHT ® 'A4' FLUORESCENT LIGHT (RECESSED) m St4' FLUORESCENT LIGHT (BU FACE ) 'x4' FLUORESCENT L04T (RECESSED) Feel x RPM c CESS LIGHT CESS LIGHT (VAPOR PROOF) ILNG MOUNTED LIGHT WTH J-BOX OPT. FAN L CTRICAL P*11EL (FIELD VERIFY OGATION) Ho -BOX (WALL MOUNTED) m -BOX (CEILNG MOLTED) LM MOLTED PAN 0 FAN (1 CPH PER SQ. FTJ JACK O' DETECTOR (CEILING MOLTED) rE6 TV TED CUTLET Pt TV V JACK -E PORT • LOCATION OF TV JACKS N PHONE OUTLETS N FANS TORE VERRED • WOMEOBNER PRE -CO STRJCTION MEETING. • ALL B A 20 AMP BRANCH CIRCLWTS TO BE AMC FAULT PROTECTED PER NEC V0J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON WJTC1 EN CIROUIT) • 016WWASWR DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER TABLE MBOTA OF FECR iTH EDITION C]OITJ. • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT-M W9"ER PROTECTION FOR PERS04 EL ON FEEDERS) • WIRING METHOD 814ALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 3"ACBX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • LdMP6 SHALL EE SELECTED BY d)ILDER AND TS% OP LIf.11TNG MUST BE ENERGY EFFIGRENT TYPE PER F)"C. ON CRESIDENTIAL ENERIGT EFPICIEIICY) ]OTT. ills EDmaN R40L) 4 PATIO I 0 DOW ROOM i ROOM — — I PRE -WIRED CLG FAN I ,J \ SWITCH IN CABINET I I OR /TO 2ND FL. I I I DW F � BWTCH • II I / P�44' III ,\ COR PAN. G\FI O ,`I / III III fuIx C`. 7 m , L� �J III PRE -WIRED ppypn CLG PAN III PRE -WIRED CLG FAN BDRM. t2 j TA\ ( DOOR I BOLLARD AS LREG OG. PER EILDG. \ CODE KEYLESS FIXTURE ME GPI FIELDTER VERIFY GARAGE DOOR 0. L PREWRE GARAGE GFI IRRIGATIOT OUTLET • 46' APP. PMCH ------------------- OFT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN WALE, 1/4 '-0 111=2E=21cm ©oo RRE�-'��Bmp MEAN mMZ7�'.�OE:70 EBMB�l:—_�_iM RW]E ©E�E��'�"�BIaE ma�e�--�Mrt-�Ma ® o �mo E{a EaaooF-, ®oRr:a�-'M�Ma -�m�a oOQ©� o Ems _©NEAR oBo 0 EIIEa0 o0 "SEEN E.'L1o0cn=no�01==EM SJ•0 "o0 BRIM MMBBME'_n BE as BBMBRR� BRIM RRRR�W_l"��E� R�BBME�_RI� B1:.1_[:�B�R�_ E NUNN RRI E-RIB�[���BRRRR OUNOWN WWW= B�Bi-r 150 AMP ELECTRICAL RISER NOT TO 4C." dmp. L NDTEi A ELBCTRIGAL MA1WWAL• AND ERTALLATION11 NNALL COMPLY Gn4 ELECTRICAL PIOVINOM OF TM A " CQIII@I1EQ 1) LOCAL CODER, AND ALL LOCAL FOYER IL ALL CON XCTOM NNALL M TYPE TNNNITIIN W& W NOTED Ol1EIRRId f CNL TNW • N• CU IN2' CONDUIT OR S . M ON N 2• CONDUIT. EIEM"'IT ABOVE GCF M • OVDNYO) C"'E NATION RTRNCE i0 ATT DRCO•RCT ND •MNVO M IN ELEGTI NC7M N TER 1 1t N!N'M M OIOLOBIIRC T'LO PAIfL TILENipt am"O) CAWLA RLEV•ION HONER COMFANr TRANIMORI'RR ENIRM•.7 YNYNCB WOMANON sommoNT BOW-11w NTWTNE'1 MODM TERI'•IAL AT LOW OIEADC VOLTAGE CO NECTCM 1 FIMN WECONDART%� I O CI M ] CE ND PQ CONROTED TO 1-1 COPPER (Otl IN CONPJESR OCAWD IND CO •TEFL FOE our de FRaVDe ! ELECTRICAL FMOVI•IQM OF T/R �� IDILB WO PVC L eam RY THE E WITH THE ELEOl1BC YV•" DIA x • PT LONG COMMM CLAD CROWD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407.774d078 www.abdosWngroup.com AA 8: 0003325 anm� aUDDiv at LOTT SILVERADO LOT #55 BLK. #6 PROJMT 04128.001-55061 MOD3L• 4EHB "2605- HAYDEN" 5A1tA0a OMINOI RIGHT PAG& FIRST FLOOR ELECTRICAL PLAN %150 MPH EXP. B ELECTRICAL LEGEND Sm. DESCRIPTION d► TANDAM SWITCH y�" -WAY OUIITGFI -WAY SW7GH 8't'EIt SWTCH HB DUTTCN 18COMiGT T TAT NGLE RECEPTACLe (n6Vno-AMP LE POLE) IOv DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EaMPPED dNEOU•C FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) DCTLWOM WATERPRCOF"I CEPTACLE (GROUND FAULT NTERUPTEM) WV QUADPLEX RECEPTACLE ® I&VV DUPLEX RECEPTACLE (FLOOR 207V RECEPTACLE 64 WIRE r4ONNECTOW 1.0 L MOUNTED LIGHT EILN6 MOUfTED LICIT ENT LIGHT COD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER 80. FTJ am BULB LIGHT FIXTURE am6 BUL6 LIGHT FIXTURE 'SAGAS BULB LIGHT FDAUIE 'TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN R CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE kW FLUORESCENT LKGHT (RECESSED) • O CE86 LIGHT 011SCE" LIGHT (VAPOR PROOF) r-EILING MOUNTED LIGHT WITH J-DOX OPT. FAN CAL P(FIELD low jTrIOUNTED WALL MOUNTED) CEILING MOUNTED) PAN N CI CFM PER 80. F7J JACK DETECTOR (CE1LINS MOUNTED) VMS OUTLET FOR GAMOVA N JACK -E PORT • LOCATION OF Tv JACKO t PHONE CURETS t FANS TORE VERPIED • HOMEOWNER PRE•CONOTRUCTION MEETING. • ALL 15 t 20 AMP DRAWN CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAINDR'T C•RCUrr. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DBNU4&NER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF SO CRT INTERMITTENT PER TABLE MBOTA OF FBGR 6Tu EDITION (201), • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL DE NOW METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER-RE616TANT TYPE . u L L!�•UPI~ /Ww� ll we weLor_ron wY w�ILDme AND TSf OP LIGFRN5 MUST DE ENERGY EFFICIENT TYPE PER Awr. ENERGY CONSEIRVATION (RESIDENTIAL EA•RGY ETICE NCY) 20M. 6th EDITION R404.1 SECOND FLOOR ELECTRICAL PLAN SCALE. V4' . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407.7746078 FAX: 407.7744078 wwwAbdosigngroup.com L AA 8: 0003325 , aysniv. aN Lc" SILVERADO LOT #55 BLK. #6 PROJWT 04128.002-55061 MODS1. 4EHB "2605- HAYDEN" GARAOX swnro: RIGHT P SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B L AR No 93728 A DA T' 1/18/19 sCALL". 1/4"=1'-0" sign= E2 11 ------- I I I I I I I I I I I I I I I � I I I Q � I a ® El I I I _ II I--------- (�� I I I II I O n wl l I I V. V j I � �L( s�jl I I I I TUB/ • '-4 Y,_e, ,_4 I 4 r-----ir-----i OPT. i=====it=====i 4' '•0' I W.N. B' r — — —, I o ud L I I I REFi L- —J --- we ---- re — ----- I 2' Wit III m m III 9 n 9 s -N V LAv vTR III — III 2 , VTR UAeWFle I � � I V2 I I 1-14 r,Tcmm bmw AUTO YEW I I I ur I v -------------------- v r Vm ------ i-----------1 BHUt 2, 2' y, LAV -vr CO r TUB FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN MAM SCALE, V4 . I'-D' SCALE. 1/4 • i'-®' PLUMBING RISER .i 144i N. RONALD REAGAN BLVD. LONGWOOD), FL 32750 PH: 407-774807E FA%: 407-774407E www.ebdeslgngoup.wm AA A: 0003325 b .bl. 4 FBL DO 5 6 04 .002-550 1 MODR]w 4EHB "2605-HAYDEN" RIGHT PAOL': PLUMBING PLANS %150 MPH EXP. B IRDIT 1/18/19 CALE: 1/4"=1'-0" 29E ' P1 HVAC NOTES L 1ALL PUCHANNMAL SWIFMI T IM LL = PI AOM UTM MtOMR p fARANC.t. FOR MMV11=4% MR 2. ALL DUCT AY*T" INSTALLED IN NON-00110I711"D AM" SMALL.E C047101GTED CP A VALUE OF NO LESS THIN R-S RATINS. ALL ON" SMALL OR SEALED ERM GLASS FAO t MUSTM AV INSTALLED AS Pm NMG STM EDRRON non) FtCFUNICAL aLDG. CODE SEes m 605. L ALL FLEX DUCTS SMALL WA APPROVED IL W CLASS I AIR DUCT AS FM MPA WA 2-3.1 4. PROM AIR NTA M NUU-M RE LOCATED CLOSIM THAN D Fr PROM ANY 00'MiY OR NMT OUTLET. OR SANITARY SUBS VINT OUTLET S. ALL EXHAUST AND CUTNDE Apt INLET DUCTS ills" SIR CONSTRUCTED OF SMOOTH GALV. M1TAL OR OTHER MATERIALS AS PER POC STM EDITION f1OM) f ICAL CODE SECTION SOS 6. ENCLOND SUPPORT PLATIFOR!'N MALL S K CONSTRUCTED IN ACGW11DA X* TO FOC *TM EDMVN non)1'■0MANWAL CODE 6M T. OATMt "CONTASENS OATWUNIS, SW=RSt SPAS AND SIMILAR OATMINS POMMS SMALL K 1IN24AMGALLY VENTED IN ACCORDANCE ETIM POC 6114 EDITION mn) MfCMASCAL CODE SOCTRON JIM S. ALL ■ "AINIT1D SATM RO01k SMALL MAN LNDEIt-CUf DOORS FOR MAKE-UP AR TO eE IWTI/RNED. TO S M1AL Apt V44AUSTED. S. ALL PM RATED CIILNGS AND WALLS &A" NAVE AN APPROVED FIRE OR FMRE/S111100 DAM411110 LOCATED AT CEILNS OR WALL PEIETERTRAT70N AND WE SLR IMTM ACCESS DOORS TO RMU DAMPifI, ALL DAMNIM SMALL Eff INSTA.L D TO MSG. RECd? tNDATIONS AND FOG 67741 EDITION 1201) 410MANCAL CODE SECTION "I M. GRILLES AND OPPJU S SMALL ME FROV 000 ERTN OArLANCINS DA'I7RL IL DRII'M SOMTERR TO W A FANTUN DOF OOO6TE R FAN OR EQUAL FANTtCW DDF SS DRYER OOOSTER CAPACITY 60 LI NtAR MtT I17M MAX SIX KOOEML LEGEND ® SUPPLY AMR DM1 WER RITIRM AN GRLL ® 610E-1IMrLL OR I WY DMIRNIR -- SOLID LINE• SUPPLY TRUNK 11111l LIP- RETURN TRUNK 1 SAL 0cm DATER OR 000 0 C 1ILMS 0"40? FAN CKLNOr EXNAINT FAN N LISNNT O/A OUTSIDE AMR m TFSR'10STAT m PAN-TINIRI AIR GRILL NOTE, ALL NVAC TO NAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLSyU!"I ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y 11ERWOERANT LINES SECURE STRAP TO GONG. GONDENBER W/ (2)-3/16W' TAPCONS WIT SMPSON WD ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT UU (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SAT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLAT1�OW RETURN GGNDENSM WIT TRAP DRAM LINE AND TERMINATE CONNECTION TO PAD MAN APROVED DRAM AS PER FBCR 67H EDITION (20n) MAIN NOTE, MAIN COLD. DRAM 9/4' DIA N 3/4* IA, MECHANICAL BLDG. CODE SECTION 30T].4 OVER • 12' FROM HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE Ala REQUIRED WADE 8240-K JOSAM 56000 MBIDE SERIES NICKEL BRASS TOP CAULK P.VL OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPE I COUNTERSUNK CO. PLUG FIN. GRADE OR PAVMG -b' SEE 8PEG r 1'-B'xb• CONG. FITTING OR EXTEN810N TO SOIL OR WASTE A9 REQUIRED nEXT. GROUND CLEAN -OUT (T KTO I DIIRO�III4G OM I FROM F�ffi r— ^+--IAeovE BEDROOMWAS Y2 ij-I�-------+---------- t 12XI2 SO IRU BATH 7 -------------- --I -I --I II II PI I m K[THEtl=mt1t1.L1'. 1 I ------3e - 1 1 I I I I 0 I I - SX4 — S' S/A FROM ABOVE FOYE � III I FLEX III III III - - - ARAGE I I PORCH I --------------------- L------ FIRST FLOOR MECHANICAL PLAN SCALE, V4 . I'-C' 1441 N. RONALD RFJIOIW —D. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgngroup.com AA 8: 0003325. __.. r 0 a STJ7SDMV. Se LOT. SILVERADO LOT #55 BLK. #6 P1W"=TN 04 2 .002-55061 MEODzu 4EHB "2605— HAYDEN" GAP -ADS OWD90. RIGHT PAGW FIRST FLOOR MECHANICAL PLAN %150 MPH EXP. B A L AR NO w7w J n TM 1/19/1R) OCA h 1/4"=1'-O" BHA= M1 --------- 1 SECOND FLOOR MECHANICAL PLAN SCALE, V4 . I'-m' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdaskgngroup.com AA M: 0003325 ,anmr; SILVERADO LOT #55 BLK. #6 PROJECT 04 -55061 MODZ s 4EHB "2605-HAYDEN" GARAGE 8WENG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B " 'o A. ABOUCHACRA L AR No 9872s DA 1/18/19 8CALE: 1/4"=1'-0" EI'IEm M2 2X4 TOP PLATE PLAN IF PRE-RA6 TRUBB )/V CLG DOARD V2' DRYWALL --- , T-I- 2X4 WOOD STUDS 024. OC. KJIC: VIUVO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.r-m' Y PIA a -am 00 NOT cw RloAR PIPE Emm mv.4m NOT Go SOLID GROUT Tm 04M w?I,% mEAM R! OOUIlBE - IEDAIiE 9PIPE THROUGH BOND BEAM SCALE. 3/4'.I'-C FIBERGLASS BHINGLE8 OVER W FELT PAPER FIBERGLASS 814NGLES, OR SYNTHETIC OVER e30 FELT PAPER PRODUCT, METALLED OR SYNTHETIC PER SECTION RW5.0 PRODUCT, INSTALLED ON leOAD. SHEATHING PER SECTION R905.1.1 OR d' CDX PLYWOOD ON i' O.Sa SHEATHINGG /8' GTPBU'I BOA SECURED PER OR P COX PLYWOOD OR 1/2, HKaH FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD REFERENCE STRUCTURAL PRE -'TRUSS BEE ENERGY CODE FORME INSULATION R-VALUES PRE-' T�86 REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE I' 0' PER ELEVATION 2x FASCIA PER T-p 2x FASCIA PER ELEVATIONS O,4. :'.r ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT ATTACHMENT AS PER MANUFACTURES �WINDOW SPECIFICATIONS SP REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. V2' THICK, 2 COAT PORTLAND e' CM CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APPLIED V2' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BABE 0'-C' FIN. FLR. _ — a a ' a. — 0'-0' FIN. FILM. a 'a ' Q n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2)OLPAYERIUNDERLAYMENT SYSTEM SCALE, 3/4•.r-m' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4861B TYPE IV, OR ASTM D b'15i M FOR OY LN 2B GAS LINE THRU BLOCK FIBER54-A58 SHINGLES OVER "3m FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON le O.BUS. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS VEEP AGREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATy— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU ♦ 00�iOtiTOOi ; mmwt "-VAROUAD DOOM APFIWVAL Ao. r11t�IC.�l Tw1ac By Oahe a GARAGE DOOR JAMBS D7 SCALE: I1/2'•I'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS---\ STIFFBACK AT ALL UPRKeH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSB CONT. 2x RAT RLN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES '.PEIE ELEVATION S/V GYPSUM BOARD OR IA' HIGH STRENGTH CLG. BOARD n W/ WINDOW OPENING es FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON l' ObB. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE Tom• MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT —PRE-ENG. GABLE TRUSS WEEP SCREED \---2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOIU ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL 612 P.T. FURRING STRIPS, • 24. OC. V2' GYP. WL. BD. , cm WOOD BASE — 0'-O' FIN. FLR SECTION .WALL NO OPENING 6 1—STORY GABLE BLOCK WALL .� SCALE. 3/4'.I'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407.774-4078 www.abdesWigmup.com AA 0: 0003,2, emm SUSDIV. Ae Lo SILVERADO LOT #55 BLK. #6 PROJWT 4 1 55061 MODZU 4EHB "2605— HAYDEN" GAXAQZ srrlNCH RIGHT PAd16 DETAILS 150 MPH EXP. B A.AB000HACRAI D TM 1/18/19 BCA=: 1/4"=1'-O" ammm 'T D1 FIBERGLASS SHINGLES FIBERGLA66 SHINGLE6 OVER 90 FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWb.1.1 PER SECTION RWS.LI ON J' O.S.D. SHEATHING ON J' OSD. SHEATHING OR I' CDX PLYWOOD OR p CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRU-ENG WD. 'EP R PRE-ENG WD. CP 24. C.C. MAX. LUNATION 24. O.G. MAX. LEv TION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x PAS CIA PER -0' CODE FORM' 2x FASCIA CODE FORM. ELEVATIONS o.H. 5/6' GYPSUM EIOARD ELEVATIONS OH, S/S' GYPSUM HOARD TYP. OR 1/2' HIGH STRENGTH Typ. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD vEN1E0 SOFFIT I I Ix2 FIRE -STOP SOFFIT bt2 PIKE -STOP 4.1 RN6UL. STRUCTURE I I STREFE� aAl .4.1 INSUL. STRUCTURAL V W J W d) IL > WINDOW ATTACHMENT W w AS PER E MANUFACTURES SPECIFICATIONS R'cNCE 6TRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED m 3/4' T 4 G SUBPLOOR AS PER NAILING U2' THICK 2 GOAT 0 GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT ie PLASTER APPLIED w PLASTER APPLIED DIRMASOL NRTOY w a DIRM w a RYY M R DQ PIRC-STOP EVAT DO FIRE -STOP V SEE STRUCTURAL SEE STRUCTURAL EVATION EVATION S/6' GYPSUM BOARD 6/0' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. OR 1/2' 140H STRENGTH BOAJQD CLGL BOARD ,PER LEVC ATION DQ FIRE -STOP DO FIRE -STOP R-4.1 NSUL. R-4.1 NSUL. Qr w J w J W w a d WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION RENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT Ix2 P.T. PURRING DIRECTLY STRIPS 24' O.G. PLASTER APPLIED DIRECTLY TO STRIPS 24' O.G. S CMU MASONRY r C:'AJ V2' GYP. ILL. BD. V2' GYP. IUL. BD. WOOD BASE WOOD RASE DQ FIRE -STOP —� IX2 FIRE -STOP tl tl C' E n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCA- E. 3/4'.I'-dV 1441 N. RONALD REAOAN BLVD. LONGWOOD, F132760 PH: 407-7748078 FAX: 407-7744078 www.abdeeWngmup.com AA S: 0003325 anon, sVSDIV. 4k LCM SILVERADO LOT #55 BLK. #6 PIIOJECT 04128.001-55061 MODRU 4EHB "2605- HAYDEN" GAItAGE OWING: RIGHT PAGM- DETAILS 150 MPH EXP. B DATO 1/18/19 sCAI.L': 1/4"=1'-0" s2 D2 A -BOLTS 4' EMBEDMENT MN. EVEN.Y FROM FLOOR TO F1= r__ �LJl�__0zl_-m17 IE 1 1%1 V 100 UV CUT NAILS. 60*6 2X6 GAFtAGE DOOR BUCK aV (5) ® )PINY A-BOLT6 4' VNEOMENT MK W 2W*)db WAGNER AND NUT WACI D EVENLY FROM BOOR TO GARAGE DOOR HM N JOINTS PR OR TO FILLING. 1.2X6 PIT BLOCK • CENTER OF ® DOOR HEADER awl) 'X6' J-DOLT! 4- EMBEDMENT UV ZWW WAEHER AND NUT. ALL . N AfL014DANOE TO Iffil MANUFACTURERS NaTALLATION MTRUCTIO10 IIA-E14E GARAGE DOOR 1 BUCK ATTACHMENT 4CAL4 a'.r-r e' CMU A. DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR 94*X4' MIN. SECURE TH IR U FRAME 4 EXTEND 1 Yi INTO BLOCK W) IV TAPCONB (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144• WITHIN V OF EACH END 4 b' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOORR JAMB DOW TO6 BLOCK +3IOCK +3/OR R 5/ 5V4 A 5CALE, KT 2X4, m SECURE TO BLOCK W) 74' TAPCONS OR (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,® SECURE TO BLOCK W)2-i(a' TAPCONS(MM. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT IYi) WITHIN 8' OF EACH END 4 V CM b' OZ. MAX SPACING )S' DRYWALL 2X&, I'X4' OR 150- P.T. NAILER SECURE TO BLOCK W12.%. OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. b' Or— MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +i-1/2 �L w TO BIDCK +1-1/2" 2X4m SECURE TO BLOCK LLV Il(a' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN S' OF EACW END � b" O.C. MAX SPACING. NOTE, STRUCTURAL 2X 2X64:t MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK Will-V NON.STRUCTURAL Lis' TA100" TAPCON MN. 144 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3CC , CMU MIN. EMBEDMENT I Y.') • DRYWALL WITHIN 8' OF EACH END 4 ID'O.C. MAX SPACING 2X8,m �.X4'ORIW'P.T.NAILEFt SECURE TO BLOCK W12-Vol is' OAJS. X 4' MIN TAPCONS (MIN. SWANK 61ZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT 0,19 ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. b' O,C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-15f1p' 11D(DOit TO BLOCK +1-15 B C SCALE, KTA. 2X4,m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X b' O,C. MAX SPACING. MOT BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS MIN. I (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') V cm WITHIN W OP EACH END 4 Yj' DRYWALL to' O.C. MAX SPACING I'X4' OR I'X2' P.T. NAILER GECU2xsTO BLOCK W/2-i(.' CASING TAP'CONS (MIN. SWANK SIZE .145 MIN. HEAD 61ZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yl) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. b' OC. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )' ) DOOR JAMB TO BLACK +2 4" u 1fDiD0W TO BLACK +2 1 4' 2x4m SECURE TO BLOCK W/ 1116' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X b' NG. O.C. MAX BPAC MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH BLOCK Ilk-11(s'TAPCON NON-STRUCTURAL V TTA PTO MM. I-Yi (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • Cm MIN. EMBEDMENT I A') rA. DRYWALL WITHIN 8. OF EACH END 4 R I'X2' P.T. NAILER b' O.C. MAX SPACING.2X8�SECURE TO BLOCK WnTAPC 0NOCASING (MIN. SHANK SIZE J45 *f=-�CACTURES MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4')JAMB OR WINDOW WITHIN 8' OF EACH ENDH TO 2X PER 18' O.C. MAX 6PACINO. DETAILS. Iar4 4M1 Y,io N Alr�.l11� me wr alb'amr) DOOR JAYS TO D1.00K +3" ip,\ I TO BLOCK +3" k�?JSCALE, N.T.S. 2X4m SECURE TO BLOCK WV i(a' TAPCONS (MIN. SWANK SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X b' O= MAX SPACING. MUST DE ON OUTSIDE 4 2X64s SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCONB(MIN. SWANK SIZE TAPCON MIN. I-Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MK EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 8. CI„B DRYWALL YJ' DRYWALL x c MAX SPACING. 2X8,® OR 11X2' P.T. NAILER SECURE TO BLOCK UY2-%- D 2X SECURE TO TAPGONBIMIN. SWANK SIZE STRUCTURAL MENDER µ5 ILV(2N2d WITHIN S' OF EACH MIN, HEAD SIZE 300 END 4 V TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) OCR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW IV Or— MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLU M5 JAMB (DO NOT EXCEED V ) DOOR JAMB TO BLACK +3" F KTA 2X4m SECURE TO BLOCK WA TAPCONS(MK SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 b' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL 2i(s' SECURE TO BLOCK LLA-1/4' TAPCON MIN. 1-Ys TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 900 , CI„ W MIN. EMBEDMENT I Ys') • pRYWALL WITHIN V OF EAC 4 END 4 b' O:C. MAX SPACING. PX4. OR I'X2' P.T. NAILER 2XOa ❑ SECURE TO BLOCK WA-1/4' 116' OAJ5. X 4- MN. TAPCONB (MIN. SHANK SIZE J45 DOOR CASING MN. HEAD SIZE 300 MIN. EMBEDMENT 1)41,) DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER b' O.C. MAX SPACING. MANUFACTURES DETAILS. ram 4,M r,�4o To w.vR�r+mowr o®r, DOOR JAMB TO BLOCK G lf +3-T/ B S18' SCNONT6TO 2X4m SECURE TO BLOCK MW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4.) WITHM 6' OF EACH END 4 ,STRUCTURAL 2X NOTEMUST b' O.C. MAX SPACING. DE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/1-1/4- NON-STRUCTURAL i(s' TAPCONS TAPCON MN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4") V cm WITHIN V OF EACH END 4 )6' DRYWALL b' Cr- MAX SPACING.*"M"A),IUFACTlJRE9 4' OR Mal P.T. NAILER 2X6� SECURE TO BLOCK WAP.T. X 4' MIN. TAPCONSOOR CASING(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi)OOR JAMB OR WINDOW WITHM 8. OF EACH ENDTTAC 4 TO 2X PER b' OG. MAX SPACING DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)Y) DOOR JAMB TO BLOCK +3 3/4' %vl 1BN W TO LACK +3 3/4' 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdoslgngroup.mm L AA M: 0003325 , BIIIIII anon, I UDDIV. 8c LAI SILVERADO LOT #55 BLK. #6 PI�OJiLCT 4 8.0 —5506 MODEIi 4EHB "2605— HAYDEN" OAN.W31 aUMM RIGHT PAOI4: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 172342 FL 17232.4 FL 17232.3 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 22019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 146342 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 142S3.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR IV31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 56843 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107582 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017FBCR W31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR W31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR W31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 KO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL USTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM LID W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoslgngroup.com L AA M: 0003325 i h k L9 3 aUNDIV. as LOT SILVERADO LOT #55 BLK. #6 PROJWT# 04 28. - 5 61 MODZU 4EHB "2605-HAYDEN" oAMAoa 8WING: RIGHT PAOM. PRODUCT APPROVAL LISTING 150 MPH EXP. B WLAW A. ABOUCHACRA l M NO W745 J DAB 1/18/19 aCA M 1/4"=1'-0" asmc= D4 PLOP!" ED CON11Rd. JOINT RAW OF CONTROL JOINTS Td M WEED TED TO LATH • S' O,C. MAX (VERTJ. MOM, DO NOT PAS711M CONTROL JOINT TO WAIL EVEN F STUD EXISTS MYOrD EXCEPT STAPLES SV MAYCONTROLJOINT �' O14RMOA INSTALLATION —� FASTENERS TO ES MgOEp—� • T' OG hAX VERTICALLY / _ _ \ rLb�TOt3 COAT ceew /— WRD LATER 9. PORTFMM BUILOM6 PARR APPROVED METAL LATH PA&TENIED !T' (VERTI O.G. MAX AT SUPPORTS WRD LAYER -L 117164W WRAP WOOD SNEATMM LA SHALL NO ES GONfMJpM TIIROLGH JOINT& ENT EE STOPPED A6 WOW TIED AT EACH SIDE. PROVIDE 2X4 SM.00KN9 PER bTl'1 C1067 PLACED PLAT MAX 6' TO Al' TJDU FROM CONTROL JOINT WEN NOTE' \ \ / CONTROL JOINT FALLS ON L FASTENERS POR LATH TO ME NAIL6 OR i 6TISlC111RAL STUD STAPLES, N C017 LIANCE 0 V ASTM C 63 2. OW TIES TO EE (NO. 0) A0416' RARE r & ELOCION6 SNOW! MAY PJE IN .4DDITh \ TO SLALL STLD6 PSCAM ED PER PLAN / O"M" TYPE CONTROL JOINT OLP0.D NeYlOe R.A A� OOn.A 1AI41Ve Pr. A L CFEA6M . R.6 L ata410 . PT. C OLPOLO 11,11111411110 a FT.A L aSAM a Pr. s e ran .w e ® L iCLD NY4O . R. A L COG( Nt a Pr.6 e.0 A -PT.0 4. POW Pr. C OVM Pf. e TILL Pr.O tducwo .mTa, KAM" M r 0 1N7rTam ANa. m Rw,M TqM RIAL I". NE elm. on. NamL APPROVED 48LDN6 WRAP SMALL M LAPPED A MNMI'I OF 4.4' SELF-ADIERM MEMMRME L 6' • VERTICAL LAP& !ROLL PLASNN6 (CC IPATELE RV FHO{ME 7� E 06) 4 6' • HOPSZONTAL LAPS, WRAP MATERIAL) OVER ALL ON" NEED TO M TAPED LATH VERTICAL LAP TO M V APPROVED HOUSE yRAp. WTH FORTUNE &NEATHMS TAPE ELA&MNO to lXTMJD ONTO PIP! I / P OR LESS PIPE / \ PENETRATION ETRATION r mN Low • METAL LAIN \\ X X —I T MO OVERLAP ONE &SEE OP METAL LATH — — — � MSlLP-ADFERM9 MEMBRANE —f PLASHN6 STE & Wtm LAYER 'L Y -1&3 COAT CL4eENT &TUCCO WRAP I PLASTER METAI. LATH KRIS LAYER N. PORTFIpER / I 00 LAYER %PO 14WR `MULDI1Cs PAPER EUILDM2+ PAPER 0411111 LAYER STLIOOO WRAP INSTALL FASTENERS tCLIM. J r U000 SMIATHN6 STRAPS. STAPLES) AIR REOWRED TO SECURE PIPIV WRE TO FRAMN6 2 tf41 Er I IR .ALA Q KICKOUT DETAIL L COAT CA~ ARM (cm ER 9. PORTFMER PAPER epow! oLY) ER ti I waft M MLY) a OF ou%,DM ow �IsaLINs" OR HOP T1 .NUM. OR cm NIXIOSIOR � INsl.LLfL.YIltl a IaO�L�alr rLAAIHw rtn �. � I eT � �— "MR no" all & (=a am .OLDER 00jillm1w AT 601TOM O R]OF 4 INIMRIOTiLTIt NOTE, SIDE LAM OF METAL PLASTER GAGES SHALL an &ELVRED TO RRAMM MEr'DER&. THEY SHALL M TED PJETWEN SUPPORTS WTH 0041&-M (171-MM) WPM AT INTERVALS NOT MOM THAN V e229-T1'U AS PER A&TM C]"Ill 1A1 POR REPAIR OF TEARS N UPS LAYERS, TEARS MAY ES PATCHED WA40 ME WRAP TAPE PER MINI/. GPM on PEEL 4 STICK SNEATHIN6 &Turco • LATH • •AM WOOD SHEATHING OR CM WRIS LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WREN 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTMUOUS r z GALV. METAL FLASHING Z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• 6�� 6k6• SELF-ADIER&10 MEM1oRAN! R.ASNN6 (COTATISLE I) NOIME ~ MATERIAL) OVER 4.4' SELP-ADNERNb MEPEMANE PLADMN6 OVER APPROVED MOIM! WRAP. Lamm TO �R®C GNTe MP! AND OVERLAP ONE 610E OF r-AI%NER611i N'EMpRATE WO LAYER % 67UCC0 ~ WPM LAYER -L PM ILIILC*U PAPER PElR METAL LATH &k6'SELF-ADNMtM HOIDWAM M-AS14M OVER 4W 9E0-ADNERNS M[MMRAM FLAGWINS OVER APPROVED Ho" ~. PLASH&ML TO IYTEb aNTO FXF! CONT. DEAD OF SEALANT TALL APPROVED NOUN WRAP AIR ILTRATHON EANOMM OVER SECTION PER SECTIONL OSwler IrS&10 FAO OIIIIIIIIY Exterior Vw of portlerd mnent pWM .MR comply weh ft epplii.n reyuwm rftarASTMC42&124 Inatellation of exterior kd*V end fe 9 shall comply weh ASTM C 106&12A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-----•— — — BUILDING PAPER) METAL LATH X—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.I / A5TM C-641-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774-4078 www.ebdeei8ngroup.eom AA 8: 0003326 y C F C sunDiv. ae LOT- SILVERADO LOT ##55 BLK. ##6 PROJECT# 04128.002-55061 11DD814 4EHB "2605- HAYDEN" GARAGE 81RN0.. RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. H DA 1/18/19 •CALM 1/4*-1'-0" skmc" WA1 BACKER ROD BACKER ROD fi e.C.0 4QAP INSTALL 6' SELF -ADHERING MEMBRANE PLA614NO OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASNW, TO BE, L BOTTOM. 2. SIDES. 9. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND 61DE6 ONLY. SEALANT IB TO BE TOOLED 60 AS TO DEFLECT DATER AWAY FROM JOINTS. E-Z BEAD ALL ARCIND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL. BIDES, 4 CAULKMG * JOINT PER SECTION R709.7 E>�dor IatAl�and� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 928.12A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. HOODED VENT J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-84-1-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP J SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUCsN WALL 1 6' SELF ADHESIVE — FLA6HING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — LINDER 'QUICK FLASH' A VENT PENETRATION SCALE, NTS. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 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 HOUSEUPAP FOR BOX INSTALLATION AY WRB LAYER fl STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAE OVER 60 MIN GRADE D. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHMG UM LAYER fl, 6T000O WRAP WO LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH F;te6M •DD -FASTEN TO WOOD STRUCTURAL MStFIBaR • I' = MAX TOV Qa:lr SCIaEa- LL ADHESIVE FLAGWNG, CLEAN MASONRY 8040M APPLYNS V R NION • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WRB LAYER fl, STUCCO WRAP CUT 'X' INTO SELF -ADHERING`::' MEMBRANEFLASHING A Y S LF-ADH PPL E ERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED11 LAYER fl STEP 01 STEP #1 WRB LAYER fl, T CCO S U WRAP APPLY 60 MIN - CRADE 'D' PELT OVER SELF -ADHERING FLASHNG OVER APROVED HOUSE~ 5TE P 03 SELF -ADHERING 10 MEMBRANE FLASHING UM LAYER 12, FORTIFIBER SUILDING PAPER 5TEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (6EE TYPICAL WALL SECTION) METAL LATH 5TEF S STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWWoupxom AA 5: 0003325 8 b Lj svaDiv SILVERADO LOT #55 BLK. ##6 PROJWT 04 28.00-55061 MOD3LA 4EHB "2605- HAYDEN" owRAOs sWWG: RIGHT PAOR: WALL ASSEMBLY DETAILS 150 MPH EXP. B a UDIT 1/1E3/19 1/4"=t'—O"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs * 'I. O.C.) CMU %' THICK, 9 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003323 L4 8 64 8 mmwly 41t LOT. SILVERADO LOT #55 BLK. #6 PNOJEOTN 4 8. 2-5 06 xoaEIU 4EHB "2605- HAYDEN" OARAOZ mWDFW. RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 1/18/19 m4:ALE: 1/4"=1'-0" sits= WA3 LEGEND DRAINAGE PLANE (WRB LAYER 'I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SWEATWING wood sNEATNINb— WATMM RESIsTWE BARRIER IMMTKM / \ \\ y� / u.�wLF-AONlRNG PL.AMMM L ` 'U wEne.4ly RR PZ"TWE STARTER STRIP \� \� DER PsISTNE s SELF ADMERM ... ._ .. _ C.ALy9 METAL "6 —AL OAP UWCLALLK** SPILLATED is SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 WwwAbdomoigmup.eom AA M: 0003326 4 h 4 a DVaDIV. !e LOTs SILVERADO LOT #55 BLK. #6 PIlomwT# 04 2 . 02- 5 61 woaaZA 4EHB "2605—HAYDEN" GARAOa swW01 RIGHT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE P` Ii 1/8' TEXTURED 1 FINISH • WOOD I �� 1/2' TEXTURED 1 FINISH • CMU METAL FASCIA \> WRAP XS' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED _ FINISH WOOD. 1/2TEXTURED PUSH • cm x . METAL LATH x x x }}}j x x x x x METAL FASCIA WRAP x x x x x x , ]] ORWOSHEATHING s 1' UM LAYER 01, x x x x x x STUCCO ~(FRAME ONLY) x x x x x x x x x x x x — UIRB LAYER 82, FORTIFIBER x x x x x x x x x x x x x EWILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x ;. FRAME OR CMU 2X4 SUD DAJD ROOFry� CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT © PL AN 8 ...., �. .... .;. '........ ONLY • FOR WALL OFF x - :...�,....... •...: ... .::..::.:.: :.. SET OF COMPONENTS) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 111/8' TEXTURED FINISH • /WOOD, 1/2' TEXTURED \ FINISH • CMU 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY (Z)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS t0 BE CUT • x x x x x x x x x x x x x :... WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x ......::: . ... , 2'x4'x4' 0' xxxxxxxxxx � - DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS 6'-8' x x x x x ONLY FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x 5UB-15AND W/llce'x4' NOTCH •END = ' - >:. .. METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF y DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/04'x4' NOTCH • L AN END, WRAPPED IN PEEL 4 STICK ®I DRIP EDGE EXTERIOR WALL ROOF CEMENT • (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK-OUT stnsDm a LOTS SILVERADO LOT #55 BLK. #6 PllOJECT/ 04128.002-55061 HODSIs 4EHB "2605- HAYDEN" GARAGE *WUM* RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B n TM 1/18/19 SCALE: 1/4'=1'-0" sWA6 •1 TELu 4" CONC. SLAB I 3 4QJ W .1 SEEM � I g LL § SLAB ui U U I I ^? °° I 20'S" 7'-5" a � 9 r—I—L cw-1zzz �' u S t 1 tq IP O it I F-24 4 S 1, 1.1 I v�i � � °D �jlZ o wug — w— � n I�I UP TO 2ND FLOOR 4" CH VC J N : SE 3,$„ Eq IL O >uuj a n I (FIELD VERIFY 8 W EXACT LOCATION) 'O 5 1. 3_p. TS f4 9,_4" B en 0 x TRANSFER STEEL I ' 24" O.C. MAX N 2 J�0'-0 FIN. ELEV. I FIN. CONC. SLAB I Im 7I i �I m Ii 4 FM-18x18 m I�� FM-18x18 1LL <V Y lV FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-O-, SEE SURVEY PLOT FOR NGVD, S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES MATH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WANDOWUDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. /1.GNDICATED #5 BAR, BNDICATES #8 BAR, aDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 3(", 08 -361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 5300.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.13/ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-U' O)C MAX. SEE PLAN FOR WV W SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Blh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS BzS W1.4xW1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION TH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA208 12" CONTINUOUS 18" (2)#Ss FM-18x18 18" CONTINUOUS 18" - (2) #5's FM-20x18 20" CONTINUOUS 18, - (2)#51s 18' CONTINlXX15 18" - (2)iR5's - y 17, SEE PLAN 12" - (2) #5's EFMC-l8xl8 17, SEE PLAN 12, - (2) #5's - V24" 1T (2)#5's (2)#5's « 8" SEE PLAN "4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosoigloup.com AA #: 0003325 Y v 0 Q a 0 acraD:v. se LOT: SILVERADO LOT #55 BLK. #6 PItOJMT 04128.001-55061 MODRU 4EHB "2605— HAYDEN" OAAAoa 81IM90: RIGHT PAOM: FOUNDATION PLAN %150 MPH EXP. B i STEEL REINFORCING INGROUTED g CELL SEE PLAN FOR 317E AND O } SPACING REQUIREMENTS t mV v� a to 8" CMU WALL + • TOP OF SLAB BEE SLAB SCHEDULE • • ee BAR SIZE 48 BAR DIAa` EXT. PORCH SLAB 4" CHAMFER (ISTORY) W/ 1/2" ISOLATION 8" CHAMFER (2STORY 18" JOINT (WHERE � ♦ �. •'� N4 24" APPLICABLE) i SEE SCHEDULE #5 30' i FOR WXD, BAR SIZE AND BAR QUANTITY ##6 3e, EXTERIOR MONO-FOOTINGr,1EXTERIOR scALE:3a"=1'-a 2 a y Q T U KN O M EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS N Q 8" CMU WALL m i + TOP OF—"- 1�( ' LAB SCHEDULE • TOP OF GARAGE + - ��� ♦?—��: 4" CHAMFER (I -STORY) Lam_ _ S" CHAMFER (2STORY) EE SCHEDULE i q. FOR WXD, BAR SIZE N AND BAR QUANTITY MONO -FOOTING scALE:a4'=, Lr' @ GARAGE 30" MIN. EACH WAY MONOLITHIC FOOTING (r p — > ,F • ' Ill •• + . v :. �.�' • ' .—.. ,, ' .:1.1+ o .L� I .� FM—" Ij n CORNER BARS, SAME 817E AS BAR + I+ IN FOUNDATION WITH 30"LEGEACH WAY AT ALL CHANGES IN DIRECTIONS I ... - 80 THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I+I �. I2 "P. CONTINUOUS STEEL MONOLITHIC + FOOTING REINFORCEMENT SEE SCHEDULE + WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 70 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL 3 " GARAGE DOOR RECESS m� V B+ I, W x N U) CURB MASONRY UNITS SET 0+ 7' 0T'. 0_0 RECESS AROUND GARAGE DOOR OPENING OSCALE:3/4=l-0SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 1So COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED tal a I PLANS FOR SPACING. SINGLE GALVANIZED PIPE m NEW REINF. BAR BTM. PLATE TO BE PT. W/FLANGE @ BASE IL SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO IL g I EPDXY, MIN. EMBED SLAB W/10d MASONRY 8", UNO gp NAIL 16" O/C STAGGERED. i4.i Q FOLLOW ALL MANE SPECIFICATIONS FOR SECURE FLANGE TO tpUSE m SLAB Wtl(4)1/4" X 21/4" TAPCONS F PREFAB TION OF U' HOLE. W YW K SLAB SCHEDULE a o TOP of SLAB [SEE 4" CHAMFER (1STORY) ° S•' CHAMFER (2STORY) + EQ. EQ. EE SCHEDULE FOR WxD, R SIZE 5 BOLLARD AND BAR QUANTITY scALE:34'=r-a' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION $ sDALE:34"=''� (NO UPLIFT) LAP TOP PLATE A MIN OF 48' AND NAIL W/ 164 COMMON NAILS, 2-ROWS, F' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE 70 BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10o MASONRY NAIL 18" O/C STAGGERED. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING 111'..C. /2'•DIA. USP 7250SD BOLTS S" TOP OF SLAB .eMINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND VERTICALLY MAX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY FOUNDATION WOOD WALL INTERIOR FRAME BRIGWALL TO E_,_'�INTIEERIMOR �4"=''° (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 314"=1'-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesl"Mup.eom AA 8: 0003325 , MUM L9111111 sumly ae r oar SILVERADO LOT #55 BLK #6 "JL'CT 04128.00 —5 061 MODMU 4EHB "2605— HAYDEN" GARAOR SWOW01 RIGHT PACE: DETAILS 150 MPH EXP. B ND A AR N PaWT DATM1/18/19 SCALM 1/4"=1'-0" slim= S1.1A TIE VERTIDCAL REBAR TO HORIZONTAL REBAR W/1d'HOOK = f GROUTEBOND BEAM iv - VARIES PER ELEV. Z a N g 1. CLEAN OUT REQUIRED FOR INSPECTION ' 0'-d' FIN. FLR. TIE ERTICALREBAR 'a TO HORIZONTAL REBAR W/ 10' HOOK a. BAR SIZE 148 BAR DtA Z #3 18" O #4 24" U #5 391 #8 3171 #7 4T HORIZONTAUVERTICAL REINFORCING SCALE: 3l4"=1'-0" OFFSET METHOD CONTINUOUS BAR SZE 48 BAR DIA METHOD 24 HORIZONTALNERTICAL #5 36" REINFORCING #7 47' #5 BARS �1 M 6 a4 �1 0 CMU UNIT DIMENSIONS O eo ARE NOMINAL SIZES 0%k MASONRY SYMBOLS 9 SCALE: 3/4"=1'-d' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%:407-774.4078 www.abdesWWoup.com AA #: 0003325 A11111K sUNDIV & LOT: SILVERADO LOT #55 BLK. #6 P1tOJECT 41 - 506 MODRU 4EHB "2605- HAYDEN" GARAGE EWneo: RIGHT PAGE: DETAILS 150 MPH EXP. B t AR W MIM of DATO 1/18/19 sCALE: 1/4"=1'-0" s!im= S1.2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W(9) 10dx 1 1 PL' HDG NAILS. SMALLJACKS < 9' MAYBE NAILED W(IO)dx 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE VMH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ` x 2 7/8" LONG, VMTH WASHER (a 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOVMI ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIP CH REMARK 0 (2)2XII BEAM SCHEDULE INDICATES OPENING BELOW / T.O.S. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (r0 SIZE REINFORCEMENT STIRRUPS REMARKS aTM. TOP MID SIZE SPACING BBi MASONRY 3000 Bx16 (1)#6 (1)#6 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS *--0 1R SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 3lN IRA ePla4a r114a raft 4P" raba wu a LENGTH V4' (421 PRECAST 22H 44r (4h PRECAST 188E 418' On PRECAST 18N " on PRECAST 1217 5-UP (7S9 PRECAST 1082 r4' On PRECAST 40a T4' Mn PRECAST To rs' (112') PRECAST a" 1r4' (Iu) PRECAST 475 114" (13" PRECAST as 174' (144') PRECAST 337 13W (188') PAWAST 298 I" (1Sr) PRECAST Y79 I" (17S') PROTRE88BS NA I" (1S4') PIIB'IRBISIXI N.R. 174' RAC PRENTRIBED NA 194' Raj) PR3611 NA 214' Rom► PRESTINI IM NA 2r-W 0110 PIE211EMED NA 2" — PRBITRlMED voocaoov DEDmOmOm vaovE©EDEv oomdmom om0000c� oomQf��m EDEE�EDEVECi-7E©EO mm00000 EOE©l�DODEO OFs�DEDEDEI�.IEC'!1 �maoaE©E©EO DEDEDEE�©E©0 v00000v 00000 ED©0000v o©0©000 000E©EDEEAEO 0�00000 lOEDEDE�E EZE Ev07�0�00 EVE0�E00EEERE0 �MIZE"" E�7E©©EE�E©EEME© 0�00�©0 ®�000�0 '©E©EEC©EE�EE�EE� �DEOD�DED E0007EE7EDEE7�� ©©CAE©E©©O,M NA 1s T M la4 41a tart (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -ALLVAL(IES TAKIN PROM'11APE 4CAD TARLIW SY CAS(CJIETE MAY 2MI EDITION -ALLPRICASTPRODUCI METOSEOWALaIDPERMAM)FACTIIREBBP6EIC111 SAFE LATERAL LOADS FOR CAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS SA FEELS 1 *-4-- SAFE LOAD - POUNDS PER LINEAR FOOT ID� WPM "0oft-- 17-3-,MT aTa0r -,MA F -,Ml0U r4' (4r) PRECAST 10261 low I ,39I I r4' (m PRECAST 410' (4n PRECAST 786 783 1300 41P (4" PRECAST 4W QW) PRECAST 02 391 ,on 4'4' (I4') PRECAST E4' (80 PRECAST 411 411 746 r-' (34') PRECAST SAW (TO') PRECAST 310 389 Me 8'670' (70') PRECAST r4' (In PRECAST MIT 721 490 r4' (7a9 PRECAST r4r (W) PRECAST 434 am 383 T4' (do') PRECAST FW (112') PRECAST 323 812 23D f-C (11r) PRECAST 194' (12r) PRECAST 384 401 180 194' (12r1 PRECAST 114' (13n PRECAST 280 452 164 114' (13r) PRECAST I" (144') PRECAST 2" 402 IV Ir-r (144.) PRECAST 11w per) PRECAST 217 324 110 IF-C (IWI PRECAST 14%7 (iW) PRECAST 208 223 100 14'4' (,on PRECAST 1" (17" P1 MMM Kit 264 91 14W (Im Pli NMM 18'-4 (IS4') PRO,REBBEO N.R. M 83 1r4' (1M') PNWFMM 174' R099 PMFnENO NA 1S4 64 ,74' R089 PRESI mm 11104' Mn PRIMITIVISM NA 1148 62 1r4' Rom) pFgffrpum 21W On PRESTRINIM N.R. 126 42 m--c on PR6718'aBFD zw RI49 pmerimmomNA 11S 40 2r-0" R3r) PRBilE81E0 wn PRE3TR1mseD NA 81 33 34'4' (3Ia") PRffiTR638ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECASTPRODUCTSBYOMMTOMEETOREDO WVN.ISFSSTATBDASOVE -PROVIDE 1010 M COFGEAMdd PAST EACH SIDE OPWIIDOISOPENINS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE #: 16-0120.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4' = 1'4r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWrigrouRcom AA 8: 0003325 lannn EEuvmrv. k LO h SILVERADO LOT #55 BLK. #6 PSO a 00 —5 MoDZU 4EHB "2605— HAYDEN" GAVAGa 811rAJG4 RIGHT PAGSL FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DA� 1/18/19 snsm S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WY 10" HOOK 30"TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=t'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 4 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING(L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1S" DEEP. F� F = FILLED W/ GROUT U = UNFILLED IOMINAL # OF 05'S, IN 2ND BOND WDTH BEAM COURSE 16-1T/1M/ B NOMINAL—� HEIGHT # OF 95'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM108 INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST •31AS 4. Iv WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2'=7'-0" SINGLE #5 CORNER �TO BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE#68AR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN 7 ELEVATION OF BOND BEAM TYP. BE BOND BEAM �, 1#5 TYP. WOO' 1p BOND BEAM ,• ": 8x16 DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM T W/(1)*5 BAR .y�; BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W# (1) #5 BAR (L2) MASONRY LENGTH OF BAR =WIDTH OF DPE"'NG-2' OR BEAM DESIGNATION r� 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS mo . WOOD SE0710111 FABBiBIlF AG d. =2" MIN, 2 J' MAX 4 = 2 t' MIN, 8' MAX mw c, =1 J' MIN, 2 } MAX e. = f MIN, 2 J' MAX d. =2" MIN, 2 §" MAX A=2 t"MIN, V MAX MIN, 2 j' MAX e. MIN,2e MAX d. =2" MIN, 21" MAX = 2 t' MIN, 9" MAX mw & =1 a MIN, 2 J' MAX e._t'MIN, 2� MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 *'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS IN A ROW a = SPACING BETWEEN ROM OF FASTENERS e• = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N.RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 BIIIIII �annn; avaniv. as LOT: SILVERADO LOT #55 BLK" #6 PllOJECT 4128.00 -5506 moaEL1 4EHB "2605— HAYDEN" OARACE sWMG: RIGHT PACE: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 110 HDG NAILS. SMALL JACKS <9' MAY BE NAILED WY (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 12" HOG NAILS, FILLALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FORALLTRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 81ZE i BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X8 (3 Yj"x5)2") SYP. USP HTT4 W15W DIA 5-11A PT., WOOD POST ■ 5" EXP. SOLT FIRE DRAFT STOP 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR, JOISTS 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FUR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS f mm,rocMuwAuwkw LGUM M W94%AW WEDGE BOLTB AND (4)WSB Vd00D SCREWS 70 GIRDER, 24 G: FIRST FLOOR FRAMING PLAN SCALE: 1l4" a P-0" wAft i • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,5078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 W �i Y O BZMD:v & Loan SILVERADO LOT #55 BLK" #6 IPROJMCT# 04128,002-55061 M[ODRU 4EHB "2605- HAYDEN" 0A1LA02D 8TWCO: RIGHT PAC= FIRST FLOOR FRAMING PLAN L50 MPH EXP. B DrRINT w1/18/19 sCALM 1/4"=1'-0" save= s3 A-(1)USP HTA78 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W4(3),6d GALV. COMMON NAILS. tx2 SECURED W810d GALV. COMMON NAILS / 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ENGINEERED AOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) �-`� TYPICAL TRUSS/ T„ (O GIRDER CONNECTOR(S) S LE: 114"=V-11' 314" T & G SUBFLOOR CLUED AND SCREWED A$ PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR i/T HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. , SCALFLOOR TRUSS CONNECTION L.B.W. E: 3/4"="0' (NO UPLIFT) IGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFAAfALL/FLOOR :AWINGS FOR REVIEW SHEATHING ID APPROVAL FASTENER SCHEDULE" USP HTA16 TRUSS ANCHOR :H (9) 10d x 1 7/2" NAILS TO USS EA. PROVIDE C MINIMUM NOTE: FOR (A)VW SINGLE NCRETE EMBEDMENT, DBL PLY, A PT SYP 022'XB"X4'-0" RAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d D OVER TRUSS (NOT NAILS, 2 ROWS, 3' C/C TO OWN) FACILITATE 2-PLY ED IN CONJUNCTION WITH CONNECTOR AVY UPLIFT CONNECTOR —(A) USP LGT2 W/ 15) 1/4W' POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH 14) 3/4"x8' WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 SEE ARCHITECTURAL 2x SECURED WN(3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED 1W 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12, O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2A 26 SCALE:34"=1'-e GIRDER CONNECTOR(S) C: d W� OTCH DEPTH 1/4"D OLE EDGE>5l8" OLE DIAMETER < 2/5'D SGL. STUD OUTER 1/3 OF e(�- SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS W/ 10dxl/2 HPG COMMON NAILS, EACH END TOTAL OF 10 FLOOR GIRDER —1 — HTT4 W/ 5/8' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x 2-1/2" NAILS TO POST. , POST TO SIT DIRECTLY ON SLAB —� ER/WOOD POST CONNECTIONS DGqlERDq SCALE: 3/4"=l'-0" llimimi■ME' ■.�mm ' I ,.E EDGE >60 A - USP THDH28 G < 1200 LBS, U < 1280 LBS W/ (1) 31V USP WEDGE-SOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS, FL#17232 B - USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'1 USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2660 LBS VW (2) 3/4' USP WEDGE437LT/J41OLT, &' MIN. EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2660 LBS W9 (4) 314'" USP WEDGE-BOLT/J-BOLT, S' MIN, HOLE DIAMETER EMBED (38) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 < 3/5'D DBL. STUD E - USP THOH28.3 G < 4800 LBS, U < 2650 LBS VW (4) 3/4- USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV, COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=7'-0" # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONE POURED LINTEL # 1900 UPLIFT (2) USP HT WM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=r-a' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4' (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3)'W- BRACE ECURE 2x8 PT. PLATE (1) "X" BRACE O CENTER TO BLK W/ 1/2" DIA (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8' SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12&1 B" STIFFBACK (ASPER O.C. MAX TRUSS ENG) ONT. 2x4 SECURED VW/ (2) 10d'4 0 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 5'EDGE CENTRAL SPACING SPACING SEE SEE A T WHEDLILE, SCHEDULE �SEE PLAN SEE SCHEDULE FOR BOLT SIZE . SEE LEDGER SCHEDULE gj 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSM-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL ARCUND BOLT. Z 1 END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'4". 3, ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY 1p CLOSER THAN 8' O/C. S. IN LIEU OF HILTI PAPS, i/4" DIA x 8' MASONRY 121 PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE WOMPACINS CENIM WACp0 A DOUBLE 2x8 1/7, 8" O/C 10" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 112' 8" O/C IV, O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 18' O/C F DOUBLE 2xi2 3/4" 1 5" OC 12' O/C 810 WOOD LEDGER DETAIL scALE: a4" 7- SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: �""_' ° THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT18A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesoigroup.com AA #: 0003325 Hamm IQUDDIR A# LOT: SILVERADO LOT #55 BLK" #6 PROJECTM 04128.002-55061 IcoasT, 4EHB "2605- HAYDEN" GAiRAoa OWnM: RIGHT PACE: DETAILS %150 MPH EXP. B L \Am NO W723 J rATM 1/18, 9CALM: 1/4"=1'-0"Mcm S3.1A FLOOR DECK Ci4 2x4STRONGBACK SECURED TO 2x8 PT TERMINATION OWBLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (8) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0' DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3' O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 218 x 2" LONG Q 3" O.C.; M� BELOW STAGGERED OFF CENTERLINE OFF 2xQ 314" AS SHOWN DBL 2X8 LEDGER 70 CMU W/ EXP. BOLT NI 8" CMU WALL AT 18" O.C. AND 8" FROM REINF PER PLAN PER ELEVATION L END W/ MIN 5-i(Y EMBED. FLOOR DEC /4" LL �P Y NWING PATnm AT PRE-ENGINEERED WOOD 2x4 P.T. CEILINFLOOR TRUSSES (SEE TLEDG NAILERW/FRAMINGPLAN) MASONRY NAIL@12"OCIR DETAIL IF ,X2 FIRESTOPER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3(4"=i'-0" USP LFTA6 VW (16) ed CCMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTAB W/ (16) 8d COMMON NAILS EACH END FL#17244 FLOOR TRUSS OR V V PLATE STRAPS YV/ 10tl x 1 GIRDER TRUSS i/2" HDG NAILS FL#17238 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: a 11-0' PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 44T' O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W O.C. MAX 1/4 DSL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d (9 3' O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS x 2" STAGGERED UPPER PLY INTO 2x8 LONG Q 3' O.C.; BELOW #8 WOOD SCREWS STAGGERED III x 2" LONG ® 3" O.C.; AS SHOWN STAGGERED OFF OIL 2X8 LEDGER CENTERLINE OFF M; N� TO CMU W/ 1/2" EXP. BOLT 'yp11�1 8" CMU WALL 3/4" AS SHOWN 8' CMU WALL AT 18" O.C. AND 8" FROM REINF PER PLAN REINF PER PLAN END W/ MIN 5-12" EMBED. USP A3 EA '. FLOOR DECK ELEVATIONPER TRUSS /4• PER ELEVATION Y I� IMF /4„ s NALNO PATTERN O h NNL" PATH 5 Ez 0: ATI f!ER ELEVATION az 24" M PRE-ENGINEERED WOODFLOOR PRE-ENGINEERED WOOD 2x4 P.T. CEILING TRUSSES (SEE 1X2 FIRE -STOP FLOOR TRUSSES (SEE NAILERWtl FRAMING PLAN) DBL 2k LEDGER FRAMING PLAN) MASONRY NAILS a 12" O.C. SEE SCHEDULE SECTION DETAIL 1X2FIRESTOP SECTION DETAIL AT TRUSSES BEARING AT TRUSSES PARALLEL ON EXTERIOR WALL TO EXTERIOR WALL 3 4 SCALE: 3/4"=1'-P SCALE: PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSSPLAN CONC. POURED LINTEL COURSE —CONT. 2x4 SECURED W/ (2)10d's 01 EACH TRUSS TO BE INSTALLED 0 10-0' O.C. MAX GABLE END BRACING W/ PRE-ENG DGABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesWigroup.com AA #: 0003325 O Cal w fl Ra i 1susaiv ae LOT: SILVERADO LOT #55 BLK" #6 P1�J�C7TL/ 4 8.002-55 61 MODZU 4EHB "2605— HAYDEN" GAJtAGZ SWnM: RIGHT PAC IL DETAILS 150 MPH EXP. B PRE-ENGINEERED VALLEY TRUSS CC 1441 N.RONALD REAGANBLVD.', LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdesWVoup.wm L AA N: 0003325 AIIIIII anm� avaD:v ae Low SILVERADO LOT #55 BLK. #6 Pl�OJ>CCT 4 2 .0 -5506 MODZU. 4EHB "2605- HAYDEN" OAMAdi EWDM: RIGHT PAGIL DETAILS 150 MPH EXP. B R 1/18/19: 1/4"=1'-0"3.1c Aft alp 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407.7T44078 www.abdesWiVoup.com AA 0: 0003 25 emm ausasv ae LOT: SILVERADO LOT #55 BLK. #6 0 JMCT -5 6 MODR]j 4EHB "2605- HAYDEN" OA1RA0Z sWDM: RIGHT PAGE": SECOND FLOOR DECK PLAN %150 MPH EXP. B SECOND FLOOR DECK PLAN SCALE: 1l4" - V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: LISP HTA16 VW(9)1D0 x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT16A OR Li M 10d x 1 12" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN N STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK pal TpN REMARK (D (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (ri) IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8X18 (1)#6 (1)#6 N/A GROUTED SCUD B82 MASONRY 3000 8x8 (1)#6 N/A GROUTED SCUD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFELATERAL LOADSFOR 8" PRECAST & PRESTRESSED U18VTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS o-W6�66N SAFE LOAD - POUNDS PER LINEAR FOOT 4-14- m SAPLF D 0-4-- SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH "S' MIN rF" VMS "a r" v" Ion OMW IM-Ia r" � N H160 TYPE LENGTH an an RCMD TYPE LENGTH +tiff mi I,btt I1aaf Iw.tt 4Pnar 1Abtt /soar 004tt ji—m IS IT wi !Ytt r61ar 6,+„ (IY� PRECAST 2221 IM a7N 1RS IIW WM o1oZ t01M rr (427 PRECAST 1026 1021 16m 64' (42� PRECAST Iw me m 4m Yp Mp ION MIN 4= Mp IIw m4 7Sw tun rta am tm 4m alp am WW1 rr (48') PRECAST 19M MM ape 4w ISM am rr (4r) PRECAST Im 7m 1m9 4'r (46'1 PRECUT wM ma m US 400 tm am sr 4M Mn 7m 1aM t4W4 Irta np pea ISaO Tan 4m m1 am rr (m PRECAST ISm m Mn m1 11 4m MW I M rr On PRECMT 02 691 1073 4L6' 041 PRECAST INS am RW >m 4w 4nt as 2w 4m *Iw Rion pr 11LI ISO tw aw 2W = 400 ON am 64' (d/') PRECAST 1217 nw /m nW m# am s a4e 8V• (84') PRECAST 411 N1 716 64' (on pmaw " , 2m = r/ all 4m fIN ma em 7m nw t rmis pr fW ml am V-1C (►D•1 PRECAST 1m2 1115 HA sm by 7w sm 0N0 9-t0• (10•) PRECAST 8p �S $18 Si iJ0') MECAST w WAS SIO 7w NM 1r/ 1r Ore w Im aW m 0,07 Ipe 41M rr i PRECAST oy w1 M aw 1M al/ 4m srl 6r I►6'1 M eD7 721 4m 6r Mt6•► 1M�f/18T w sm an r/ am aw pM 11 m tar 1w pr am 1 am a7n TM, on PMCABT 748 1M1 rr 1er am am rr Mn PRECAST 424 3314 363 rr PD•) PRECAST far w7 ,Mt ,7s SIM s mint Aw. 7n ILL Ism 1L am Im are aw (11r) PRECAST m4 m tw I M tm Simare S" are Fs' (11a') FAST ESE 312 28D IV-0 (tin PRECASTm sm w it 7M Mp 7m ,w Rem am w ,aw 1a1 ,w LM law ,or (126') PRECAST 4Je w m tw alp SIT alp I" (12r) PRECAST 204 401 100 low (126') PRECAST m m w 1 apt m ,w ,w mr sM m w ,m 1w2 Im W1 M/ 11'-4' (16/') PRECAST 662 m Ma I= 1w am am 4w 11w (138) PRECAST 280 462 164 111-0 0301 PPEOW 4A1 IN w 1m 01 Im w w m tw am am 4m m 1 w I tar taw IMaw am 1rr (11N) PRECAST SIT w m =4 Im aw W W a� 1" (1441 PRECAST 244 402 IV 1rr (1441 PRECAST se 4r a4m 7a1 w t, 1 tw w w 114 114 am p1 : m m n1 , IF aow I" (ion PRECUT 21e N1a 1 7w LN rp I" (,on PRECAST 217 sm 110 mr (IS" PRECAST Ma m m m m I 4" 7W Im m=I law am 41 4ee m ,w $41 1 ,w 14W (16r) PRECAST 216 'm P 1rr (ion saw 20E 266 100 PR 1rr (166� mw � aw w Mw I up w 7W rr rp 117 am W1 4% m 717 immi mi fmi tm I" (17S') PRE61ram N.R. "" m m WIN M m m I" (IM PRE8TI6' M NA 2B4 III irr (17C) PRE87Al8BED m m w m m w m w w 1 m 1M ,1M 1m 40 70 tm Ur L/ LI7 VU I" (Ibi PRmMMM NA mpt m m m m m irw GHAT PRETRE NR 269 62 11 (161y PREB7REmED m m SO m 4W m 81 w m SH 1 tw 4u 7n tm tfa7 am are te+a IM• POr) PRE6TI698B� NA MR m m m m m 1T4' Mn PRE6TJ MR 19/ dl iT�' Pm•) PRmTRmBFD t1 m m m 4r w an w w 7 td ta, w /m w w w /m im ,ar ton 1Fi' P62'1 PAS NA NM m NR w US m m iM' I21r) PRESIpEB1ED NA 146 62 wr (227) PRmiRBmD 10 m w 40 m SiM m ® m ,m ,m 1a1S ttn 21%4• Mn PRESTIRA6m N.R. 126 42 211" Mal pnonRE� m nt w m II m 41 m m w m m Mt m m w w tm w ,w s,w p6Y) P NR M m m m m m m /o w m w 1114 rp us 2" On P NJIL rR m m m m m IN 22L0` PM9 PREFWMED NA I16 40 2rr WC) PREDiAEs1mD /0 tat rr m m m m m 41 w m m m MU w w m 7M tM7 ,r6 rp „ (L67 PAY1R NA m m m m m m m w• Mal PRB1Rm6® NA 91 as Nr Pon pmn mw w n1 "I m m Ma Sao 41 OW 414 Mal wrid fli m m 1W m 4w m w 14p Im (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR • ALL VALIJES TRIM PROM CAFE LOAD TABLES• BYCASTORETE MAY 2015 EDITION • PRECAST PRODUCTS SY OTHERS TO MEET OR Exa®VALUm 9TATIM ADM - ALL PNIOW PRODUCTS ARE TO BE SWAM PER MANJFADTUIE86PECFIGTRkq- PROVIDE a M POP BWJW PAST EACH SSE OF7WMM OPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTELRETE DIVISION ACCEPTANCE #: 1"128.03 -------- --------------------- w---------------- -------- I 1 I , i ,0 1 1 M— —---8=1=-1TTW.----------� � ' 1 2.1 1 F—(--"-1 I 8F7 U.N.O. PROVIDE 882 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 164" � 1 1 1 1 1 1 1 1 i 1 1 1§ 1 1� 1 1 .- 1 1 I 1 1 1 1 1 OM�1-----F-6•-T/OhWB `---------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 ww W.ebdeal8n8roup.eom L AA#: 0003325 SIM pi b 0 t9 sulmm as Lom SILVERADO LOT #55 BLK. #6 PllGJECT 04 8.0-501 MOOR 1 4EHB "2605- HAYDEN" GARAGE 8WONG1 RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B DRmT w1/18/19 ei i.E:1/4"=1'-0" SHEET S5 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 ww W.ebdeal8n8roup.eom L AA#: 0003325 SIM pi b 0 t9 sulmm as Lom SILVERADO LOT #55 BLK. #6 PllGJECT 04 8.0-501 MOOR 1 4EHB "2605- HAYDEN" GARAGE 8WONG1 RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B DRmT w1/18/19 ei i.E:1/4"=1'-0" SHEET S5 sulmm as Lom SILVERADO LOT #55 BLK. #6 PllGJECT 04 8.0-501 MOOR 1 4EHB "2605- HAYDEN" GARAGE 8WONG1 RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B DRmT w1/18/19 ei i.E:1/4"=1'-0" SHEET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WY (9)10d x 1 12" HOG NAILS. SMALL JACKS < 9' MAY SE NAILED WB (10)dx 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALLAND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (M18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTE$: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE & BASE PLATE OR MARK DESCRIPTION REINFOROEIMENT REMARK WD-1 4X8 (3 14"x5)�i") SVP. USP HTT4 W/5!8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT 2 PLY U.-207Y 0:3113 2 PLY UASW G:m cJ1 ■ I II `(M ■ ■ u n n n n n n n u u n n n a I II N N N N N II N N II II N II CA p n u n n n n n x n n n u n tiA �Q 1B GT ABfd 't 1B A7 A5 A3 PRE -FABRICATED ROOF TRUSSES 0 24" O.C. z=s=saszsssssszzs== s z ess� �s:�=s = 1A RIDGE _ Al=_ z zzzezzzzms�s�zz�z zs�s (A�s z aas�zsss=a �az =sas�z�ss� zmzaz (ACCESS I=s�s—z�z�:zs�a�s 2A 2A GT AN Gjl N II N II III r Y ■ 11 11 Y 11 11 = - =�_�=�_�=�= I .1 PLY 1A U.1000C ROOF FRAMING PLAN SCALE: 1/4" = 1'-O" 2 PLY U:XXXX G: XXXX 2 PLY WOO 0:3094 U.,m G2100 /I >t 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com AA Y: 0003325 sysaiA. moss v SILVERADO LOT #55 BLK. #6 [PROJECT# 42. 2-501 MOORU 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGIB: ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B % A A AB CRA� AR No 98723 fPluNT DATIM 1/18/19 sCALs: 1/4"=1'-0" sHMET s6 _kDOF WIND DESIGN NSSURES NET(GROSS) ASCE 740 ZONE 1 •8.97 PSF (1927) ZONE 2 • 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:"B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT * 0.18 ROOF DMPHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 711T O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WTH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES. AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. w F ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA SHANK TENSILE STIR. SHANK 8d RING SHANK 212' 0, 12W 170,ODO RING SCREW SHANK (PER IONCHH) 8d SCREW SHANK 2 12' 0.12U' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR BNEATHRIO USE 112" COX OR 7/16" O.S.B. PLY WTH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP& BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, J Z D W O@ � O m 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES Y Z O J i Y C7 Q2 2 - N v ao TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS -__ i---11 mmm 11 I111,111.1111,111.111.111'`, .. ROOF SHEATHINGLAYOUT AENDWALL BRACING GABLE 94D PAAM140 Bd RING SHANK GUN NAILS W' O.C. IN FIELD' 8d RING SHANK GUN NAILS a 170.C. IN FIELD or Bd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS 0170.C�I[J FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS QENEM NOTIEs: ALL AGGREGATE USED IN CONCRETE SHALL ODWRM TO ASTM C3& MAXIMUM AGGREGATE SIZE SHALL BE34'. STRUCTURAL DRAWINGS SWILL BE USED IN COWUMCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT S%AR ENTRAINED CONCRETEEYP(XSB)70 EIRRiRNEATIIER : Wow:PROVIDE NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAVANGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR2017, ft EDITION ALLE7010S®EDGE30F CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, SLOCKNG, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, BILLS, ETC., SWILL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =11DO PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE SA3 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEI#DERALL %AB50KR0U D WIBiE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONLSTRUCTURAL USES ARE INTEND BE TYPICAL AND ALL DETAILS AND SECTIONS SHOW ON THE FORM -WORK SHALL BE TO TE CRROBORATEDTETTRAEDRAL(DOT). WOOD FOR STRUCTURAL USE SHALL VE7TREATED FORANY UM SIMILAR SITU HER SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR All CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT MERE A DIFFERENT DETAIL IS SHOWN AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHAU 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BLM14G TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLWKM FROM THESE PLANS: MINIMUM NAILING PER FBR 2017, 6N EDITION SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2, STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORT] NG AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWMS. WELDED W RE MESH, SHALL BE ASTM ALBS, GRADE 55 AND BE PLACED INACCORDANCE VNTHTE ACI WOW TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED T-0' OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNEDAND REQUIREMENTS AND SLAB-0NGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THCKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW NGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATE-CONNECTEDWOOD TRUSS CONSTRUCTION:, AND "TPWVrCA SCSI 1" SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATE-CONECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 cf P TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' WOOD TRUSSES. 20 psf TOP CHORD+Tonconcum t #5 BAR - 30" #7 BAR - 42" 10 pcf BTM CHORD ttonconcunmd PROVIDE 36' x 36' CORNER SARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEAD LOAD DEAD LOAD 15 pat TOP CHORD 20 pcf TOP CHORD (7 pcf w/ ASPHALT SHNGLES) (10 Paf 114 No GYPRETE) 10 pcf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1 Opaf BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -IS MPH 3-SECOND GUST (ASCE 740 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON. TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHTECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO Paf, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECK ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR VrEIGHT FOR FOOTINGS, AND SLASON13RADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TEPACE SUS CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SKALL NOT EXCEED S J-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 R MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED PED WHEN CONCRETE IS BATCHED. THE MAXIMA TIME ALLOWED FROM WHEN MTER IS ADDED TO THE LOX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXC® 90 MMITES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LOWER THAN 90 MINUTE$ THE CONCRETE SHALL NDT BE PLACED. IT SHALL BE TIE RESPONSHBKffY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBNRSHWLLSEASFOLLOWS A F FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH UFOLNDATOAM B FOR CONCRETE EXPOSED TO EARTH ROM YEATFER 1-tn' FR #5 AND SMALLER 2. FOR #S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR 8L/8S. WALLS AND JOISTS I4/:' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDCATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS RED URIN O ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HGHER OR LOUVER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SMALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGER SPUCES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINIAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTHOUT THE APPROVAL OF THE ENGINEER AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ER MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5RMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THEPUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM CSC, GRADE fYn = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING W FOR LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE F PLACING CONCRETE FOR INANALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM '476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF S" TO 10. USE ONLY MECHANCAL VIBRATION CONNECTORS" BY LISP,OREQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SWILL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL SE 3/8" THCK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR BX BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BEASTM A36, Fy = 36 k9i FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Fy - 48 kcl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR B CK FASTENERS FASTENER APPLIGTpI &¢ ttPE SPAdNG REMARxB HFLICAMIN big ttPE SPACINGI REMARI® -PTRIRRINGTO CASENAROENEDCOIL B CA: GARAOEDOOR- SEE DETAIL SEE GETAE SEE OETNL SEE DETAI MABONRYICONC. 1ILONG. TO Mg80NRYroONC. EIIT. DOORS CASENUroB1EDCOL YOA: WWDOWIOOORI FABfENED GPAAOE DOIXi BUG( SEE DETNL BEE.E- SEE DETNL 1. PT, SEENOTEB NNL1f?LONG. a TA-M. INTOMASONtYICONC. TO MABONtYIWI.C. SEE- wWoowax:x cABE NAROENEo coIL e ac wWoowuoom FABre.IEo METALS -To CONTACT THIS ENGINEER FOR SPACING I. PT, 9EI-, _111ILONG. BT ENEO IMOMABDNRYIC w MASg1RY/CONC REQUIREMENTS EM. 61N0JG DOOR TAPCOM QC tt/2'EMB®.B'EMJ. NONAEARING WOOD I. -SON21- 4"EMBED P@ID BUcxh PT. SEENOTES N43118_ OWASIER I TAB_ 1B OIST.,1 IIEDGEOIST WKLTOCONC.BVB W/WASIHi OIBT., "EOG- 2BPfWW00WBUCK O1 G0'PAFx21.9' 0'OC 1"END. DIET.III PT TO STEEL WL..9EE w,I,��� BTAGGEREO EDGE CIBF NOTED HIM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. PAF SHALL BE HILT[ XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NALED AND 2x MEMBERS ARE SECURED W/ TAPGONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.com AA M: 0003325 amm s11m irv. Ss Loll SILVERADO LOT #55 BLK. #6 PIlOJlICT 42. 0 - 506 4EHB "2605- HAYDEN" GARAGN SWIN 3: RIGHT PMAdL': DETAILS 150 MPH EXP. B