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Home My WebLink About7030 Silverado Ranch Blvd992(fol 05 04EHB 0 9 9 ALL WORK SHALL COMPLY WITH PRi�JAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC; CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES '-,__ � S HOMES 12602 TELECOM r_>FRIVE, TAMPA, FL 33637 7401: (813) 740-9720 Fax= (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL STH EDITION (2017) ABV. ABOVE M. MANUFACTURER FR A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION ft„�,,, 2-STOW CT1T coNVERSION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES :FLORIDA FIRE PREVENTION CODE 8TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES ADI' ALT. Amp. BD. CL ADJUSTABLE M.T. ALTERNATE MID. AMPERAGE MTL BOARD N.T.S. CENTERLINE O.c. METAL THRESH" MOUNTED METAL NOT TOScaLE ON CENTER 01/" DID SET 188UED p CC1-CO R s ET P GN- GENERAL NOTES 02AN 1 ADDED ELEV.'J' i IQ WITH SIONG PER MAW 8=6 maaom DID BET RE•185UED 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: 813 740-9720 FAX: (i313) 740-9715 *OCCUPANCY - RffiIDENMI, GROUP R3 *CONSTRUCTION TYPE - VB •11IN. INMOR FINISH - CLASS B •BASIC RIND SPEED - VIR=15011PH Vasd=116 PH •EXPOSURE - B RESIDENCE — •2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES °L. cL0 CIA. CONC. CPT. C.T. D. DBL D.G. DIM. DIM. Ise. D. DR D.S. DTL. D.W. EA. ELEV. EX EXH. EXT. F.GJFX. CALINE` P. ceawG P.B. CLEAR PH CONCRETE PLT. CARPET PLYWD. CERAMIC TILE PR. DRYER P.T. DOUBLE R. DUAL GLAZED RAD. .G DIAMETER R.A. DIMENSION REF. msposAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H. DISHWASHER SHT. EACH SHTHO ELEVATION SHWR. EQUAL SUA. EXHAUST SL. EXTERIOR SL. cL FIXED GLASS STD LINE PROPERTYTON PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL•1—STORY REPRIGERATgt RooM ROUGH OPENING SOUDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHE?ATHING SHOWER SIMILAR SLIDING SLIDING TANDAR LASS STANDARD PG At FIRST FLOOR PLAN �G AlA-FLOOR PLAN SECTIONS & DETAILS G A2-SECGND FLOOR PLAN PG A3J-FRONT & REAR ELEVATIONS "J" jp�(]G f14j- G�'j�� jp� VATI ION "J^ P9 g1—F LFLO LiYg M EpLR PG 2-SLUG FLOG LE AL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN 2-S OND FLOOR MECHANICAL PLAN I-D A�g PG D2-DETAIIS G D3-D�A1LS G D4-P DUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS P WA2-WA�,L S LY D Af[,$ P WA3-WALL 3 LY D AILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-�10a' USED PG WAS- AI.t. ASSEMBLY DETAILS @4n% FOOTWA REVISIONS PER M. ISMS 061" I -JOISTS Mr.ORPORAMP INTO MASTER PLAN otabne C'"TRIIGTION DOCUMENTS RE -ISSUED 08/IlAB ADDED VALLEY FRAM04G DETAIL, UPDATED BOLLARD DETAIL mVI6/p DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 6L7A mains PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT ROLAND A. ABOUCHACRA AR No. 93723 •III. 0 • S 1ST FLR LMNG LIm4 ea. FT. M FLR LIVINS 001 SQ FT, TOTAL LNNG 2pm5 SG1. FT. %ARa%E 4SI Sa FT F.G. FUEL GAS SWS SHEAR WALL A.B. DESIGN GROUP, INC. PORCH ELEvanO.. v' 48 SQ. FT. FIN. FLR. FINISH FLOOR TEMP. SECTION TEMPEREDGLASS 1441 NORTH RONALD REAGAN BLVD. TOTAL ELEVATION 'J' 30" Sa FT. FLUOR. FR M FLUORESCENT THK. FRENCH DOOR T.O.C. THICK TOP OF CURB LONGWOOD, FLORIDA 32750 ftW PATIO em Sa FT. FTG FOOTING T.O.P. TOP OF PLATE Tel: (407) 774-6078 GA. GAR. DISP. G.F.I. GAUGE T.O.S. GARBAGE DISPOSAL TYP. U.N.O. TOP OF SLAB TYPICAL NOTED Fax: (407) 774-4078 GL. GYP. BD. GROUND -FAULT CIRCUIT GLASS V.P. GYPSUM BOARD W. UNLESS OTHERWISE VAPOR PROOF WASHER STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG S1.1A-DETAILS PG 31.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG 33-FIRST FLOOR FRAMING PLAN PG S3.B-DETAILS PG 33.I-DETAILS PG SSAC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN PG 3N1-DETAILS H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD ADERDRAWING HOT. OR HI THEIGHTWW°HW WATER HEATER INS INSULATION W.I. WROUGHT IRON TNT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL IJABILTTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION AS ( DESCRIBED IN THIS DRAWING SET ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BMW THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE Is FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQU&ST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILIT1f FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407.7744078 www.abdesoWoup.eom AA 0: 0003325 Y 8 8�4�dt� It I LJ ounDiv. as L1094 SILVERADO 4 n LOT #14 K. #7 0�J�BLaz�-14 71 1M:ODZU n 4EHB , 2605- HAYDEN OA3lAO R DWIN s RIGHT PACAI; COVER SHEET %150 MPH EXP. B L AR NO 93723 DATA 3/li/19 IRCALM 1/4"=1'-O" �T C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH 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 WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL 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 ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 118INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MIMI SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3016 & TABLE R302 & THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1INCH GYPSUM BOARD OR EQUIVALENT. snE Wows 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, PLANTINGAND 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 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. 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 3'-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.' TM16ER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (7I002) 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 & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLIRlSNi 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 -INKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH I" AMAFLEX. C 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 SHALLCONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 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. EXTERIOR WALL COVERINRS 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 R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKTERIOR RSSIIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 1W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 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-CIO63 -I 1A AND R703.7. RRERESIETANTCOIgTw1C ION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) alp • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77"078 FAX: 407-774-4078 www.s bdeslgngroup.mm AA M: 0003325 2 nxnwxv. ae Loan SILVERADO LOT #14 BLK. #7 P1ROZMT 41 8.00 - 4071 >tcODZIA 4EHB "2605- HAYDEN" GA1RAGZ 81VEW t RIGHT PAGAL GENERAL NOTES 150 MPH EXP. B Dw3/11/19 wCAM 1/4"=1'-O" al lEc" GN cevaertan aAoo�aee�laioe eMwc wo Baae� Faa � c'cac aloe IOIMIE ZOIE TIC WN"D ME BBINIR MDNO TIFE R FOORAa: MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MBJ. 41 5 23/-29 CRITERIA 16010 OA4D. 1 IMF 1 5 1 20)/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. 23'-0" RESSURES HAVE BEEN MODIFIED PER SECTION 301.2.1 OF THE FBCR STH ED. (2017) TO MEET Ii STED ALLOWABLE OR NOMINAL WIND LOAD VALUES ROM THE PRODUCT MANUFACTURER. OONenLDA1E011i1e FIRST FLOOR PLAN SCALE. 1/4' . P-0' NOT&% -STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIFFED WITH SOLID WOOD DOOR NOT LESS THAN 148' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146YY14m) T141M OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ly'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL DE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4y'115.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED BIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 SQ.FT. CALL. s IST FLR LIViYs I,I04 6Q. FT. M FLR LIVDI6 1"I Sa FT. TOTAL LIVING 20m SQ. FT. GARAGE 431 ea FT. PORCH ELEVATION V 43 SQ. FT. TOTAL ELEVATION V 3085 SQ. FT. A'xW PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND W-8® L UNO ON PLANS BRG. HGT. VARIES 0' BLOCK WALL UN.O ON PLANS W -8' BRG. INTERIOR ® OWL WALL UNO. ON PLANS 4' INTERIOR NON LOAD BRG.WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeskgngmup.com L AA N: 0003325 , 8 8 otnmxv. Se Lot! SILVERADO LOT #14 BLK. #7 P1<OJWT 4 8. 0 -14071 W0aas. 4EHB "2605- HAYDEN" 0ARAOR BWD90. RIGHT PAGI FIRST FLOOR PLAN 150 MPH EXP. B C DHL. TOP PLATE 0 in BAR DETAIL A SCALE, I!!'•I'-m' ARCH DTL. (,,)ARCH SCALE, 1/2'.P-O' K HALF WALL S� TPRA'DO TO STRINGER (2) LAYERS OF 3/4' PLYWOOD U" CAP All U UH)PS D' SCRaI! • EA OR (2) LAYERS OP 3/4' S O 3/4- T43 SUID FLOOR STRNGER UNTNISEID® SNANC R.00R MATERIAL RIPE FOR GLUED SCREIIED TO EXTEND BEYOND TWICKNEIIIIIII SOLID NAILING PER P LE NER OF SUe IFIA sam Im'-V 3/4' 2ND FIN, FLR THE CLEAR SPACE BETWEEN / D 1 1/2' THE HANDRAIL AND THE WALL / MIN. SHALL BE NO LESS THAN 1 1/2' _ _ 8'-8• DIBG. HGT HANDRAIL • 36' AS PER FBCR R311.1.82 / W/ 2X4 RE-W-ORCNG / FLR iRti�ee�6 u• I V2 L IAALIW 3/4' K / / S AM RIDERS TO C0WOW TO PMCR STN NOTE: HANDRAIL ENDS SHALL BE GAP I' MAX. PLATE EDITION(2on) STAIR DATA. MN TReAD•l0' nAx Itls@R.T !/4• s/IO• RETURNED TO THE WALL OR d / I6R • 154' MAX VARIATION N NOMIS/TREADS ADJACENT To RAC44 O44IR TERMINATE INTO A NEWEL MN le TREADS • "'MAX VARIATION N ANY RroER TREAD HANDRAIL POST. / I®'♦ I' NOBMG CIRCULAR CROSS MOTION TO BEI 3/4' «w' ON PIIRovIDE I:alvuENT ENT S T O R • / QiRASPAMI.ITY UMMW- MIN, W UM • PROM p / S-2.o SYP STRINGER NARROW DID MNL TI' MO N • 2' NARROW END 34• MIN. NN(D" L HST. / WINAOROED W/2X4 Err NOTE: E IWCONT.BRAD OF dOlEt 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A • / o SUD-PLOOR ADFIENVE PL-400 OR 02•WLARE • 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR DIAMETER OF 1i': 2' OR A NONCIRCULAR CROSS SECTION WITH A / N EA HORIZONTAL R SURFACE AND ANY SOFFITS PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND g / MrTW �* �'YPWl SOR 3W; A LAR3EST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES '^ ENFORCING BBOOARDe . SHALL HAVE A MINIMUM RADIUS OF 1/8'. / • Ed 2 X PJ STRINGER / eeculee Wrod �•-S• oc 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF / FOR FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 2X4 ATTACFED IW ROd m'-m' FIN. PLR; AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE MAEOWr NAILS • 2x4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SLAG WITNN S' OF EACH END, 32. Oa rwx OF PER SECTION 1601B.1 / F.B.C. 2011 STAIR SECTION C SCALE, v2'"I'-m' HANDRAIL SECTION D SCALE, 3/4 P.O. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 wwwAbdesW4mup.com AA S: 0003325 8 ` � 8 o >sumrv. & LOTS SILVERADO LOT #14 BLK. #7 04411 � - 407 MODRU 4EHB "2605- HAYDEN" GARAOX awnJss: RIGHT PAG& FLOOR PLAN SECTIONS & DETAILS 150 MPH EXP. B qr' I ROLMV A mT DATO 3/11, BCAL1Q: 1/4"=1'-0" miss= A1A 11'.4- '12--4- III -a. 51-11. M-41 (2) 3052-0!MI mmw a a exxxem.44, a a wo., u a �wv a �v RM MIMM . . . . . . . . . . . . . . . . . . . . 2~ Je4 (2) 3002 -am EC V-0. SECOND FLOOR PLAN SC,ALI!, V4 - I W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774 078 www.abdesigngroup.com AA #: 0003325 • 4 9! oumlv. a EMOM SILVERADO LOT #14 BLK #7 PRO Tip 04128.002-14071 MODMU 4EHB "2605- HAYDEN" GARAGN 8VrEW0l RIGHT PAGM SECOND FLOOR PLAN 150 MPH EXP. B1 WUM A. ABOUCHACRA L AR NO 93723 A 46 DATM 3/11/19 OCAIM A2 4 9! oumlv. a EMOM SILVERADO LOT #14 BLK #7 PRO Tip 04128.002-14071 MODMU 4EHB "2605- HAYDEN" GARAGN 8VrEW0l RIGHT PAGM SECOND FLOOR PLAN 150 MPH EXP. B1 WUM A. ABOUCHACRA L AR NO 93723 A 46 DATM 3/11/19 OCAIM A2 SHNGLE FYPON I0'X4S' DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR, BRI3W. - 6' RAISED ELAND (TYPJ 2ND FI 1&0 FLR 3/4' _ N. O BRG. HGT. • ENTRY 26'-S' BLDG. HGT — LAP SIDING AS SPECIFIED (TT g RI 6' TRIM BOARD 6' RAISED ARIAOFATTIC INS SCL Fr. 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RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.mm AA 0: 0003325 mm 9p � R cc P a stnoDiv. & LOTs SILVERADO LOT #14 BLK. #7 Immon OT3V 041 .0 2- 4 7 1[ODffia 4EHB "2605- HAYDEN" GAienGs aTND k RIGHT PAGM FRONT & REAR ELEVATION "J" 150 MPH EXP. B _440; B' 2ND NGT. FLR BRG. 10'-0 3/4' 2ND FLR . FIN. FLR/BRG. 14GT. B'-8' MG. NGT. • ENTRY FIN. FLR -4' G D l INJ LEFT ELEVATION SCALE: V4 • I'-C' TEXTURED FIN19N OPF RIDGE T �2 s 2ND FLR, _—_—_ _------ ,�IB'-8' MIND FLR BRG. r Bids. MIND— II II II II 10'-0 3/4' 2ND FLR., ,i10'-0 3/4' 2ND FLR. FIN. FLR --- --------------------------------------� 11 8'-B'5M3.N(_sT. ---------------------------------_-_-.{HGT. • ENTRY I a I TY". I I 0'-0" FIN. FLR I ( 0'-0' FIN. FLR -0-4' GRAD N.J ---------------------------------------- ------- RIGHT ELEVATION SCALE: 1/4 • I'-V TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWgroup.com AA #: 0003325 m QQ g$g a 6 aysD:v. as MMAO SILVERADO LOT #14 BLK. #7 PRoaIDQ 04 2 .00 -14 71 ZMDZEa 4EHB "2605-HAYDEN" GAMAGE 8MMIM3 RIGHT PA03h RIGHT & LEFT ELEVATION "J" %150 MPH EXP. B DrawT w3/11/19 8CALM 1/4"=1'-0" Bill= A4J ELECTRICAL LEGEND eyll DESCRIPTION d} TAMP BUTCH -4 -WAY SWITCH -WAY SWTCH 1•MER SWITCH �i MMON ISCONNECT T HERMOSTAT _e MINGLE RECEPTACLE (I25v/20-AMP INGLe POLE) � 1eV DUPLEX RECEPTACLE ION DUPLEX RECEPTACLE (E6XUPPEO TH GROUND PAULT TERU°'TERNAMPER RESISTANT TYPE) Wv DUPLEX OUTLET (HALF OF OUTLET RED TO SWTCH) MER20R WATERPRO PIWI RECEPTACLE !GROUND FAULT IUIUPTER) IOV OUADPLEX RECEPTACLE ® ION DUPLEX RECEPTACLE (FLOOR D! 20V RECEPTACLE (4 IUIRE GTOR) I-o MOUNTED LIGLIT !LNG MOUNTED LIGHT T LIGHT LKi4T SCONCE PRE -MIRE FAN WITH LIGHT (I CFT'1 PER SQ FT.) Nm M L6 LIGHT FO( UIIiE 42EEi BULB LIGHT FIXTURE SSEEES DULD LIGHT FIXTURE ' TRACK LIGHTING TTIC LKTHT WITH PULL CHAIN '( ER CAST ET LIGHT ® k4' FLLkMScl!W La-rr (RECESSED) FLUORESCENT LIGHT (SURFACE FLUORESCENT L04T (RECESSED) � X O GE88 LIGHT CE88 LIGHT (VAPOR PROOF) ILMG MOUNTED Ll*HT IUTH J-DOX OPT. FAN C PANEL (FIELD VIERICY ocArloN) IGD BOX (WALL MOUNTED) m -BOX !CEILING MOUNTED) ILNG MOINTeD PAN U9 FAN (1 CFM PER SO. PTJ JACK O' DETECTOR (CEILING MOUNTED) CTOR "lee a TV JACK -4 T PORT LOCATION OF TV JACK& 3 PHONE OUTLETS 4 FANS • TOM VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER NBC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LALbj)RY CIRCUIT. • OFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNU4SHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROCM EXHAUST FAN TO HAVE MIN. CAPACITY OF DO CRT INTERMITTENT PER TABLE MOMA OF FBCR 4TN EDITION LOU • LAUNDRY ROOT RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-NTERJPPMR PROTECTION FOR PERBOMEL ON FEEDERS) • WIRING METHOD OWALL BE NON METALLIC CAME AS NBC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER-REe18TANT TYPE eI I Lapps swuan fial wCTEm eY n CXR AND 15% OF LIGHTING MUST EIE ENERGr EFFICIENT TYPE PER FlI4G ENPRsY CONl3ERVdT10N (RedDeNTIAL CTSERGY E"FICILRNGY) LAM. Olh EDITION RNA4) FIRST FLOOR ELECTRICAL PLAN SCALE. V4' • '-0' OPT COACH LIGHT IRRIGATION OUTLET • 4W APP. Ea�Eao�--��mo mm�oEa® iEEEEIEENEEN�_�EEEEESEEEISE EEa Em ESE mtSE 0 mEso[ ®oo -�0�a mm �a E OrT'sT�� mo murlIIIIIIIIImr:mwn mm�oom E00 OO© ono E®EVE�L:..�EE00 EEa� 0 EDEVE0�E0Y YO��YO® r. r•o� uE:a �.au - ti:aoo E00E0�oY Enuamr-rm�.'T�o� YID®Ei7O0 �Y�F.'NYEi� uNN�L�YY� EESE EENEEME�EEYt_l♦ L:1N�L'3�YY� _ _ o - 0 SO -. .. ,. .. . .. ._.. p EE© �li`1t7.L 150 AMP ELECTRICAL RISER NOT TO OCALR OEnSRAL MOTES. A ELECTRICAL MATERA.S ,00 MTALLATIOW BULL tarPLT MTN ELECTRICAL PROVO" OP THE NGE,atdi EDIMOWJ20 L LOCAL OODM. AND ALL LOCAL POW ■ ALL CONDUCTOR BULL N TM 74WITHN UILEM NOTED OTFSIWNE. IMOVUDB "J* OU TIM • TE C0 N 3' CMWT OR 3 MOMAL N THIN . 1% CII i• CONDUIT. (COlI0t3T TO TERYNATE ABOVE ldFlT • Ov[RHANO) COMSwTI0N SERVICE M AIT DW,CWML'T VaTCN AM W446 VI n ELECTRIC METE" N I i0 N&% 3R ENCLOMMI ! PANEL TELEMIOIC JURVICE IO INIiMTETUM SOND*O TER'NAL AT LOW VOLTAGE COMM71 /k 1 Y OU SERVICE OROUW COHICTED TO CONCRETE ENCASED "Core" STEEL PER 6.fGTRICAL PlaOV0100 OP TM 802LMH @lLOtll2eDd W' CIA X 0 Pr LOW COPPER CLAD 01IMM 0012 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 w Abdmlgngroup.com AA#: 0003325 8 IRS o EE 9 >e F avann►. ee LOT SILVERADO LOT #14 BLK. #7 PROJmOT 041 -1 071 molalz o 4EHB "2605-HAYDEN" GARAGN 01IT01 2 RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ELECTRICAL LEGEND 6YK DESCRIPTION -� TANDARD BUTCH y�' -WAY 6WTTCH 4 -WAY OUTC4 IMMER SW1TCIa �-B BUTTON rl 16CON ECT T RM106TAT ', E RECEPTACLE (G6v)20-AMP C POLE) 10V DUPLEX RECEPTACLE I0V DUPLEX RECEPTACLE (EQUIPPED M4 *MOUND FAULT TERUPTERRAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET 0 TO 61UTCH) 4m: RIOR LLATCRPROOR4FI PTAGLE (GROIJPO RAULT UPTER)QUADI'LCX RECEPTACLE TRECEPTAGLE(FLOOR me 20V RECEPTACLE (4 WIRE ECTOR) 1.0 L MOUNTED LIGHT ILN6 MOUNTED LIGHT LKrHT 4ENTI-16.147 CONCE PRE -WIRE AN WITH LIGHT (1 CR1 PER 8O. FT.) Lr.WT FIXTURE Llr*WT FIXTURE S888S8 BULB Lk3HT FIXTURE ' TRACK LIGHTNS TTIC L*WT WITH FULL C 4AN } ER CARNET LId.WT ® 'x4' FLUORESCENT Lk9HT (RECE86ED) m k4' FLUORESCENT LkiHT (SURFACE 'x4' FLUORESCENT LIGHT (R£CE66ED) X O 68 LIGHT CE6S LIGHT (VAPOR PROOF) ILN6 MOUNTED LIONT WITH J-BOX OPT. .AN PANEL (FIELD VOWEV- TI -DOD( (WALL MOUNTED) ® -BOX MEILNG MOUNTED) ILN6 M W4TED FAN T RdN (1 CM PER SO. FT.) JACK O` DETECTOR (CEILM MOUNTED) IT'E6 FL�E N JACK •-E PORT LOCATIONOF TV JACKS 4 PHONE OUTLETS ( FANS 70BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNCr. • ALL B D 20 AMP BRANCH CIROJIT6 TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • 16LA.D MOT ON KITCHEN CIRCUIT) • DORLOA1ER DIBCON ECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 60 CM INTERMITTENT PER TABLE M180TA OF FBGR 6TH EDITION 001T2 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NMMUPPTCR MIl=CTION FOR PEF46O►NEL ON FEEDERS) • WUtlNS METHOD 6HALL M NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BC TAMPER -RESISTANT TYPE . Al 1 1 dM�Y wAI � a1F }il irT61'] w1Y rY 111 r]Qowr��o AVD V1 OP LkWTM6 MUST SE ENERGY EFFICIENT TYF�E FER F16G ENERGY CCN6ERVdT10NF��Ydtl (REUMTIAL ENE Rt1Y ERICIBiCY) 201T. 6th6th EDITION R'404.1 1 1 ---------- SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' . 1'-0' 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32750 PH: 407-7748078 FAX: 407-77"078 www.abdosigngroup.com AA M: 0003328 1 R O Y 4 axnmxv. M TAT: SILVERADO LOT #14 BLK. #7 PROJMT 041 .001- 407 MDDZM.g 4EHB "2605- HAYDEN" GAMAGN SWUM2 RIGHT PAGIM SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B a,�eoua�` a�► L AR NO 93723 J DA ak 3/11/19 8CAlAb 1/4"=1'-0" (DIEM= E2 IE FIRST FLOOR PLUMBING PLAN SCALE, V4 . P-®' I '----------J 2'VM SECOND FLOOR PLUMBING PLAN SCALE, V4 . P-0' z• PLUMBING RISER 2- 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003328 ` 8 � P I3p oumzaSILVERADO LOT #14 BLK. #7 v AOJ!!OT* 42 2-47 MODEze 4EHB "2605- HAYDEN" GAnAGZ BWENOS RIGHT PAGM PLUMBING PLANS %150 MPH EXP. B AFK**TECT. UMM OF PL OTibA MARIi1 A"y 1 Rouw a A9ouCMCM l m NO 9670 a TA 3/11/19 scALmh 1/4"=1'-0" s!lz4ZT P1 HVAC NOTES L � l6fN"11W may. EE MWVIWED IUM PROPER 02AIRM IX POR GWWWWA PER 9. ALL DUCT SYSTEMS 0WAL M N NON-CONIPMONED /YSM {, EE MAXIi OP NO LEIS TFMIN R"S RAMS, ALL 4"46 MULL EE NKED �N dLAN MN � ETIC. NOD NWALLED AS FM POO ITN EDITION (MV MEICSMPWAA. OW& CODE 48GT M "L ! ALL PLEX DUCTS MALL EE APPROVED UL W CLAN 1 AIR DUCT AS PM NPPA 11111A 2-3I 4, P MW AM! NTAM LWa N LOCATED CLOMR THAN D PT. RCN ANY aa. MY OR O V1NT MW. OR SM A-WR M 6 ~ OIRI.ET w ALL NDODUST AND OUIWDE AIR MW DUCTS• M J. W 0"nV OTED OP MNOORN GALV. METAL OR 011IMR MATERLILS AS PER PAC iTN EDITION (MV PlICIUNICAL CODE INWIM & M i. ENCLOSED MPPORT FLATPOW0 MW.L 1M CONMR1EJCfED N ACCORDMICE TO PW 61W EDITION (MIT)11 0MANWAL CODE 6M 'L "?WPM" CQRANM E1AT411MS; SMONEW SPAS AND SMLAR OATNNS PDRUfRs MULL N PIN344WCALLY VENTED N ACC0I11112*= WTN PEG •TN EDITION (M ) PRQUPMCAL FADE SECTION & ALL §X"W= "IN RIMIk MULL NAVE LMM CUT DOOIM PM MOM -UP AN TO OE ICTUlW TO SQUAL AN 004"R O. 11. on IR 4RILU* AND DEFINERS &YU EE FROVtW WTN MALANCNE DAPQEfM. K DRYER 11I00IMM TO W A PANIE04 DN 00010ER PAIL OR M GN)M- PIANTECN DEP 10 DRYER EOOS7lR CAPACITY N LNL#^ PINT WTN MAX. GIX ELDONE. SECURE STRAP TO GONG. CONpEN861Q AIR SUPpL ILL/ (2)-3/li'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR ECUAL AIR HANDLE' SECURE STRAP TO WIT UV (2) EVAP. TRA 4' CONCRETE SLAG `SXI 114' SNT. MTL. SCREWS CONDENSER UNIT PLATFOR CONNECTION TO PAD - NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • I2' FROM 6TRUCTURE TO ATTIC LEGEND ® SNWLY AIR DMPINER RETUNN AIR m".L ® am.".L OR I MY prRa ! SOLD LNE- SUYLY MAK BOOM LW- P@Md I TRUNK 1 RuAcm DAI'TER OR OOD O CELNb DODUW FAN R CEL M NXK"T FAN 1 LISW OVA CUTS= AIR m TM IOSTAT m PASS-TNIU AM! 41111L NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL ! AIR RETURN SUCTION AND LIQUID d REFlFIGERANT LINES d EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR &TW EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS 8CORIATED NICKEL FIR FLOOR BRONZE FL. FL. OR WALL COWTER&A1K C.O. PLUG BRASS PLUG "�— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE W40-K XSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP FIN. GRADE OR PAVMG SEE SPEC. I'-e'>W CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP I I Dj�I�`ISF ' KKVVVVA�7 8' FROM OM I,1�IIQG I POOH �ABOVE BEDROOM �E2 1 i j 112Xs �-------+---------- --- I `r,r I I II 12XI2 II 4X ------- BATH l l (�------------------- I I --�v L5 `�)< KITCHEI4 I I I STOR. I I I I I PAN. _______ 0 i I 12g OX4 S' S/A FROM ABOVE III -- m FOYER III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE, V4 . I'-0' WH 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosign8roup.com AA N: 0003325 8 E S1VSDITI Se LOTe S ILVERADO LOT #14 BLK. #7 PnoamTfp 418 0-47 >tloasi4 4EHB "2605- HAYDEN" GARAGE; SITIPTXCk RIGHT PAC&I FIRST FLOOR MECHANICAL PLAN V.150 MPH EXP. B AL DATM 3/li/19 scAi to 1/4"=1'-O" alum" M1 i -----------I SECOND FLOOR MECHANICAL PLAN SCALE. V4 . V-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407.7744078 www.abdesigngroup.com L AA #: 0003325 1 stnmrv. ae Lom SILVERADO LOT #14 BLK. #7 �4 J 001-1407 xoam. 4EHB "2605- HAYDEN" oAAAos ewnac, RIGHT IPAGX- SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B DrumT w3/11/19 atCAUM 1/4"=1'-0" 83ac" M2 n�.e� 1� 2X4 TOP PLATE pLA Y PRE-FAB TRUSS 14' M& BOARD 2X4 WOOD STUDS 1024' Oa SLAB I PIN. PLR STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. (:j)TYP. INT. WALL (NON-BRG.) Dl SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OBB. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY 1'-0' TYR ok .5/8- GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OC. 8' Cm 1/V GYP. WL. BD. - WOOD BASE — S' DUL SLEEVE, DO NOT CUT REBM MPE SCND SEAM O NOT CUT SOLID ddCUT THE SCPD IW M_ IS SEAM f2)00,00 - KEBABS 2A PIPE THROUGH BOND BEAM SCALE' W4'.r-o' FIBER52LAS6 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.0 ON J' O.&Z. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU88 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR j 0'-0' FIN. PLR. •'a J-1 W/ WINDOW OPENING B TYP. WALL SECTION le NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4.12, A (1)1—STORY HIP BLOCK WALL (2)LAE ERIUNDERLAYMENT SYSTEM .� SCALE, 1/4'.P-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D bl5i r ................. . . . . . . . . . . ►:i�i � � � 42i�ia ��i�iTil�TiTi�iTiTiTiT�Fili4i IrxsWIN B GAS LINE THRU BIACK Y •.n FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS0511 ON le O.G.B. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE P.O. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENO. GABLE TRUS6 WEEP 6CREED 2x P.T. SECURED PER STRUCTURAL DETAILS s GARAGE DOOR JAMBS Dl SCALE: 11/2'•I'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFDACK AT ALL UPRIGH' PER STRUCTURAL DETAIL& PRE -ENG WD. TRAM — 2x RAT SECURED PER—/ 8TRUC� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION It -VALUES PER ELEVATION \ 5/8' GYF'8L1'1 BOARD OR 1/2, HIGH STRENGTH GLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT A$ PER MANUFACTURES SPECIFICATIONS bQ P.T. PURRING — STRIPS • 24' O.C. V2' THICK, 2 COAT— 1/2' GYP. ILL. BD.- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MA60NRY 0'-0' FN. FLR • a . e' cMu a e. • .q W/ WINDOW OPENING FIEERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O•BD. SHEATHING OR J' CDX PLYWOOD SECURED PER 1,-0, FASTENER SCHEDULE T MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRW WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GT_nTJ 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL l SCALE' 3/4'.I'-O, 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdmigngroup.com AA 5: 00033-25 w F-summm ae LOTs S ILVERADO LOT #14 BLK• #7 PROZWT 04128.00 - 4071 MODMA 4EHB "2605—HAYDEN" GAleAGZ 81FU40" RIGHT PAGZ: DETAILS %150 MPH EXP. B FIBERSLASS SHINGLES FIBERGLASS SHINGLES OVER OW FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWbJ.1 PER SECTION RWb.0 ON J' O.S.B. SHEATHING ON J' OS$. SHEATHING OR I' COX PLYWOOD OR P CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. Ep R PRE-ENG WD. Cp. 24' OG7ECGE LEVATION 24' OG. MAX. LEVA ION METAL DRIP METAL DRIP EDGE R-3® INSULATION R-30 INSULATION PER ENERGY PER ENERGY CODE FORM. 2x FASCIA PER CODE FORM. 2x FASCIA ELEVATIONS o.H 5/6' GYPSLIM BOARD I,-®, ELEVATIONS oy� 5/5' GYPSUM BOARD TYR OR 1/2' HICsH STRENGTH TYR OR V2' HW STRENGTH CLG. BOARD VENTED CLG. BOARD YENTED Ix2 FIRE -STOP BOF•FIT ba2 FIRE -STOP SOFFIT -4J NSUL. REFERENCE R-4.1 INSUL. REFERENCE STRUCTURAL I I STRUCTURAL c w in w E w WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T A G SUBFLOOR GLUED AND NAILED 3/4' T e G SUBFLOOR AS PER NAILING 1/2. THICK 2 COAT 0 GLUED AND NAILED .' V2' THICK, 2 COAT SCHEDULE PORTLAND a W AS PER NAILING SCHEDULEPORTPLASTER L CEMENT AR PPLIED APPLIED DIRECTLY TO w DIRECTLY TO r'u MASONRY v MASONRY _ a IX2 FIRE -STOP ?VLEYATI DO FIRE -STOP V SEE STRUCTURAL SEE STRUCTURAL R R LEVATION INATION 5/8' GYPSUMB BOARD 5/S' GYP&JM OARD OR IQ' HIGH STRENGTH CLG. OR 1/2' HVsH STRENGTH BOARD CLG.BOARD ER — — THLEVATION D(2 FIRE -STOP DO FIRE -STOP R-4.I INSUL. R-4.i MSUL. WINDOW ATTAC4MENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRLCTURAL V2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT " PORTLAND CEMENT PLASTER APPLIED ` Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. STRIPS • 24' OZ. MASONRYS, Cllu DIREGMASONRY 8' cm1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD DARE WOOD BABE D(2 FIRE -STOP DO FIRE -STOP a. v. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003325 y 2 S e oIts a W 00 s axnwxv. & L.10 SILVERADO LOT #14 BLK. #7 P1lOJ1EC 04 0 - 4071 moa21 u 4EHB "2605- HAYDEN" OARAOR swnio: RIGHT PA03M DETAILS 150 MPH EXP. B r ARCF#TECT STATE OF F�OR�A g23 rROL4Wa A9CRAAR NO Dw 3/11. OCAL.11.`. 1/4"=V-0" D2 MN TO ism W/ (2)4'»' A -DOLTS 4' EMSEDMENT MN ASFER M® NO SPACIM EVENLY PlQQM RJ20R TO O��Bi�L4Jwm- �_-0�IE w 1 V ----- - - -- V Im SIDES• 2X6 Q,ARAOE DOOR DUCK IW (5) N )M'XS' A -DOLTS 4' EMDEDMENr MN. Sv ACE X)L WAbiIR AND WT SPACED Y �ROIi 1tOOR TO 6ARA6E DOOR MDR N JOINTS, PRIOR TO PLUM& 1-2X& Pr MLOCK • CENTER OP ® DOOR HEADER ISKI)Aw' J-DOLTS 4• SMONDMINT SV 21,0'XK' WASbER AND NIT. llor ® L DE N AaaOmA — TO MANFACTURS!" INSTALLATION NSTRUCTkX* U04M SUCH INSTRUCTIONS ARE MORE STRINMEdr GARAGE DOOR 1 BUCK ATTACHMENT acALa w•.rw e• ahu 1S' DRYWALL I•X4' OR l')Q' P.T. NAILER Ix4 P.T. OR 9'4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1 YW INTO BLOCK W/ )Na• TAPCONS (MIN. SHANK SIZE JO 3 MIN, HEAD SIZE OO MIN. EMBEDMENT 144' WITHIN W OF EACH END 4 18' Or- MAX 6PACIWA 1`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 `DOOR JAMB TO BLOCK +3/4 OR +5/4 ` /AWDIDOW TD BLOCK +3/4 OR + /4 " SCALE, N.T)S. 2X4, m SECURE TO BLOCK W/ 84' TAPCON6 OR (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 A') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X6,ma SECURE TO BLOCK W/J-V,' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi> WITHIN 8' OF EACH END f 8• CM IB' O.G. MAX SPACING. Jf• 2X8, ® � I'X4' 8E�8T0 BLOCK WR-Ilb' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT IYi)'CH WITHIN 8' OI° EACH END a MANUF L OR 19Q' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER AGTURES DETAILS. I8 OL. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) MR JAMB TD BLACK +1-1 2' n wDroow To BLOCK +1-1 " 2X4m "cum TO BLOCK UY 1Na' TAPCON6 (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN S' OF EACH END 1 16' O.G. MAX SPACING NOTE. STRIlC7URAL 2X 2X6m MUST BE ON OUTSIDE a SECURED THROUGH SECURE TO BLOCK W/J-%' NO•l-STRUCTURAL i(a' TAPCONS TAPCON MIN. 1-YW (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 , CMU MIN. EM 15EDMENT IYW) • DRYWALL WITHIN 8' OF EACH END / 18' OZ. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XI%® a SECURE TO BLOCK W12 Nb* ' A15. X 4' MIN. 7#IA TAPCONB SHANK SIZE .145 CASING(MIN. MIN. HEAD SIZE 3CC JAMB ORWINDOW MIN. EMBEDMENT 1 Y4) H TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. W. OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED YW) 5/ /n1 wDOOR 1D0 TAMBOBLOC BLDCKKKl+l! 5/18'¢" E. N.T.S. 2X4,m SECURES TO BLOCK W/ (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT IYW) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm 6ECURED THROLOW SECURE TO BLOCK WV2-%' V(s' TAFICON(MIN. TAF'CON MM. I SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I )4) 8a . cm 8' OF EACH END 1 DRYWALL to' O.C. MAX SPACING IXBm 11 I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-i%' CASMCs TAPCONS I Ell (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I)4) TTAC14 TO 2X PER WITHIN 8' OF EACH END t MAM PACTURES DETAILS. 18' O.G. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLACK +2 ��4" u WINDOW TO BLOCK +2 1/4" 2X4= SEA�STO BLOCK W/ W (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END f NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THRt7WN SECURE TO BLOCK W/2-IXr'NON-8TRUCTURAL 3b' TAPCON MIN. I-YW (MIN. SWANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT IV) DRYWALL WITHIN 8. OF EACH END 4 'X4. OR 17d' P.T. NAILER 18. O,C. MAX SPACING. El 2XBm SECURE TO BLOCK UA-)Na' TAPCONS CASMCs (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I),) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER IS- O.C. MAX SPACINW, MANUFACTURES DETAILS. NOR. OM As MMM V PWS.W W W NO, 0.00.a1 DOOR JAMB TO BLACK +3" E SCALE, RTS. 2X4m SECURE TO BLOCK WV V TAPCON8 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END a NOTE, STRUCTURAL 2X It' OrC. MAX 6PACMG MIDST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-INa' NON-STRUCTURAL TAPCDN6(MIN. SHANK SIZE TAPCON MIN. I-Y4' o EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 8, 18' O.C. MAX SPACING. y)' DRYWALL 2X&, I'X4' OR I'X2- P.T. NAILER SECURE TO BLOCK IWJ-%' 2ND 2X 6E0URE TO TAPCONS(MK SHANK 61ZE STRUUCTURAL MEMBER rUY(2A2,d J45 WITHIN 8' OF EACH MIN, HEAD SIZE 300 END 4 b' TO 8' O.C. MAX MIN. EMBEDMENT IYW) OOR CABINCs WITHIN e' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3" n . ][.TO BLOCK 3" 2X4m SECURE TO BLOCK WNW TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Ys') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE / W OC. MAX SPACING. SECURED THROUGH 2Xb,No NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-YW TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 8' CPU MIN, EMBEDMENT IYW) , DRYWALL WITHIN S' OF EACH END t 18' Or- MAX SPACING. 1'X4' OR V' 2' P.T. NAILER 2X8® ❑ SECURE TO BLOCK WA-114' Ya' O.S.B. X 4- MIN. TAPCON6 (MIN. SWANK SIZE .145 CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 14") DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER W OC. MAX SPACIWx MANUFACTURES DETAILS. WM 8a A6WOO mPUPSAYS(WWOOm A-) DOOR JAMB TO BLOCK +3-T/18" w To H +3-7 G SCALE, N.T.G. 2X4m SECURE TO BLOCK U 414' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W OL. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/I-V4- NON-STRUCTURAL W6' TAPCON6 TAPCON MIN. I-Ys' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD 61ZE 3" MIN. EMBEDMENT I Y4') 8' CMU WITHIN S' OF EACH END 1 )$j' DRYWALL 18'Or- MAX SPACING ❑ PX4' OR I'X2' P.T. NAILER 2X6/m SECURE TO BLOCK UYI-1/4' XMIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300MIN. rrT7TACH EMBEDMENT I Y4') JAMB OR WINDOWWITHIN 8' OP EACH END t TO 2X PER I8'O.C. MAX SPACING. ACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLOCK +3 3/4" H Dow TO +3 4• alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdeslgngroup.00m AA 8: 0003325 iirSi 8 � qq�� 9 2C o R I BYJSDly. Ae L>,Ts SILVERADO LOT #14 BLK. #7 p 41 l m2- 4071 mom" IA 4EHB "2605- HAYDEN" GAIlCAGX OWn"l RIGHT PAGE: DETAILS %150 MPH EXP. B DRINT A3/11/19 SCALE: 1/4"=1'—O" LlIIi>ew D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS [2017 FBCR 12/3112020FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2039 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO 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 LISTING 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 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774-4078 wwwAbdesW*mup.com AA A: 0003325 bhpg o B G aysn:v ae L07', SILVERADO LOT #14 BLK. #7 PROJW 42.0-1471 >f[ODRLt 4EHB "2605-HAYDEN" OARAOS 8lnN it RIGHT PAGM: PRODUCT APPROVAL LISTING 150 MPH EXP. B n PRE CR'ED CONTROL JOINT PLANW OF CONTROL JOINTS Td M WIRED TED TO LATH • N' = MAX (VERY! WMEL DO NOT PASTES CONTROL JOINT TO WALL EVEN F STUD EXISTS MYONO EXCEPT STAPLES IV "LW MACON IOCIL JOINT TRY. DURING, INSTALLATION ------- FASTENERS, TO SIR MACED_7 • 1' OC. MAX VERTICALLY i' THIOG I COAT CEMENT PLANTER WINE LAYER O, POl"IOER OUILDNO PAPER APPROVED FETAL LATH FASTENED h' (VERY!OD. MAX AT SUPPORTS WRS LAYER'L STUCCO WRAP WOOD SNEATHNG, 1� LATH SHALL NOT pfo M CCNTMIOUS •• fo •• •• fo •• THI%C" CONTROL JOINTS OUT SHALL M STOPPED AND TIED AT EAW SIDE. PER ASTM CI06I PIROVIDE 2X4 OLD= 1)0J4 PLACED FLAT MAX 6120 V \ FROM CONTROL JOINT WHEN NOTE, ` L PASTENERS, FOR LATH TO BE NAILS O / CONTROL JOINT FALLS ON 67161CTURAL S71D STAPLES N COMPLIANCE WV ASTh CW63 2. WIRE TIES TO M f 4O. E) 0041N' WIRE / A III.00KIN2 SNOW MAY DE N ACCIT17 INTO WALL STUDS REiIIRED PER PLAN OLF0.D NWIO•PT.A Pr.. Lt#YR. R.6 LcR -FT.0 OL FOLD 04MM • PT. A L (,RAIN • PT. S r�a.D 4r • ® LrcLD HW1O.Pf.A 2. aEA4R • M. s LaR.r•n.e i POLO Pr. C 0.110 A. S 7" Pr. C TOYOSR Ra r 0 SOTTOL RAN°' WTR 7mw 4I4L FrxD. Ra on CIR. il' THK2C I COAT CA ENT PLASTER (FI4,vl4 W 2 (EAT CNIM FWLER (CM WRO LAYER 9. FORTFWIER SUILONS PAPER (F w ONLY) WPM LAYER S STUCCO INIAP(IRAM 4PLY) LIfA1� STALL Nrxaur W" wri AT Nocm A p00P 4 .Hu N1E41RCTICr4► APPROVED OUILDNO WRAP SHALL EE LAPPED A MNMM OF V • AWWAL LAPS (ROLL ENCW) 4 6' E HORIZONTAL LAPS. ALL 6RAM0 NEED TO M E WITH FORfIEER SNE1 / r rm LAP • LATH VERTICAL LAP TO DE I' n n—rn • METAL LATH WRD LAYER 1 STUOOO uIRAP MIS LAYER N. FORTIFIOER / I \OUILDN6 PAPER I 2 S l I IR'.F. f3L ® KICKOUT DETAIL WTR T04 UAL (000 OR /LLE OR Lb usT mw ND7IIL 610E LAPS OP METAL PLANTER EASE& SNAIL EE SECURED TO FRAMN6 r'ETETERS. THEY SHALL ME TED MTWN N SUPPORTS WITH 00419-N. fR21-FM) WIRE AT INTERVALS NOT MORE THAN V (22S.Mm AS PER ASTM CI06I TD). POR REPAIR OP TEARS IN UM LAYERS, TEAM MAY M PATCHED WMOUSE WRAP TAPE PER MANIA SPEC. OR PEEL 4 STICK WOOD MEAT aUILDI PAFW STUCQ APPROVED HOUSE WRAP. PL ASHNo TO EXTEND ONTO PIPE V OR LESS PIPE PENETRATION CUT AND OVERLAP ONE 61DE OF SELF -ADHERING, MEM®RME FLASHING, STEP 01 j' THICK. I COAT CEMENT1 PLANTER FETAL LATH WRE LAYER -2, FORTFIEER dIILONS PAPER WOOD SEATHINS WOOD SHEATHINGS OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFML BGREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING s. INSTALL PASTENEM (CLIPS. STRAPS. STAPLES) AS — RTSOUIRED TO SECURE PIPE) WIRE TO PRAMNG, N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UWRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-541-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL327B0 PH: 407.774607e FAX: 407-774-4078 www.abdwlgngroup'.com AA 0: 0003328 0 8 'S g YYYi q aumirv. aI Mn"' SILVERADO LOT #14 BLK. #7 PnOJ=T 04128.001-14071 MODZIA 4EHB "2605- HAYDEN" OARAGN OrWMWd2 RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEhJEN'E OF FLASHING TO BE, 1. BOTTOM. 2. 8I0E6. 1 TOP VENT CAP 16 TO 6E SET N DIED ;; OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO DE TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTSE-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERBECTIONS APPLY SEALANT AT PERRETER OF BACKER ROD I' NON -MOVABLE FRAME AND STUCCO ONLAAALL ROWD SIDES, Y,i CAULKING • JOINT HALL I I I PER SECTION R703.7 EAwlar hNnu bed Dl6dedna BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application .1X,. requirements of ASTM C 82612A. r r Ir ..; Installation of exterior lathing and framing shall comply with ASTM C 1063-12A, WRB LAYER 01, X. STUCCO WRAP HOODED VENT i' 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 62 (FORTIFIBER - • - • - • - • - BUILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASNING (INSTALL PER MANUK SPECS.) BUILDING PAPER — LINDER 'QWCK FLASH' r----7 A VENT PENETRATION t1 SCALE: N.T.S. STUCCO SCRATCH COAT A 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 WOUSEWRAP FOR BOX INSTALLATION WRIS LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER $1, STUCCO WRAP WIRE, LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STR1=01AL MB'16ER • 1' O.C. MAX MIQ-I %� T%� �. „_ Ildl l WE6:P SCREAD i' WIDE STRIP 6ELF 4014E6ME FLAIMM CLEAN MASONRY DEFORII APPLYING V FN16N • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP 1'3 STEM' *5 STEP *6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774-4078 www.ebdeal((n8roep.com AA M: 0003325 8 -4 p Y sLTBDIV. Se LOT: SILVERADO LOT #14 BLK. #7 PAOJMT 04128.00 -14071 MODEIa 4EHB "2605- HAYDEN" GAP.AG Z 1111I RIGHT PAGI M WALL ASSEMBLY DETAILS 150 MPH EXP. B Pill A 3/11/1% dCAL'a 1/4"=1'-0" a� WA2 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ......— — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — k 2 1/2 , k CORNER BEAD (FASTENER 4 SPACING • "I' O.C.) CMu %8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32760 PH: 407-774,5078 FAX: 407-7744078 www.abdeslgngroup.com AA Y: 0003325 d strsaiv sroat SILVERADO LOT #14 BLK. #7 PI004me 4128 002-14071 HOD3is 4EHB "2605- HAYDEN" OA3CA0Z ewD902 RIGHT PAOI: WALL ASSEMBLY DETAILS 150 MPH EXP. B 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 — — — — aA70D 64aATHMdi YEATLER RE6IBTIVQ 6AIYtllIt'1 WATOM 4 ONITIV[ , i 41 \ \\ , wl % BIDN6 FLABNM6 L pAMRR RRE"TIVC BTAItm BTRIP \� �� a �F ERR I��RBIBTN! ..� \� W ULF•AOWERM6 ifil!im` . FLAmm auw METAL �' � GALVD FETAL •zFLABNIN6 •Z' FL.e8FIN6 'pOD TERM FE�FIDaR� .... EAQ X ' i \ ao`TR�Fe e EKOAPPROVEDB M7P SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA N: 0003325 1 O6� Q a Lo st7SDIV ae LD21 SILVERADO LOT #14 BLK #7 4 2 .00 -14[rac0im" 071 1WD>BIs 4EHB "2605- HAYDEN" GAMAGM ST11NGs RIGHT rAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B 2xb SUB-BANb W/1'x4' NOTCH + END, WRAPPED IN PEEL 4 STICK DRIP EDGE !D` I\ 1/8' TEXTURED FINISH + WOOD I �� 1/2' TEXTURED FINISH + CMU METAL FASCIA \� WRAP Ns' FROM STUCCO, 1. FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH •WOOD, 1/2' TEXTURED FINISH • CHU METAL LATH METAL FASCIA WRAP ORWOSHEATHING CHU p. WRB LATER h, STUCCO WRAP(PRAME ONLY) WRES LAYER 82, FORTIFISER SUILDMG PAPER --- - (FRAME ONLY) 2X6 BUD RAND Klt ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT �\ NOTE: NOTCH FOR 2X& SUB BAND ONLY ROOF KICK OUT REMOVED `\\ \\ FOR CLARITY 2 ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION TEXTURED FINISH + WOOD, 1/2' TEXTURED FINISH + CMU —2xb SUB -BAND W/I'x4' NOTCH + END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT + WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUS -BAND W/%'x4' NOTCH *END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x xxx.. x x x x�5(.^:: 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 x x x x x x x x x x - x x x x x x x x x x x I 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 lx x x x x _ .. .. .._.... .. .. .. .. .:. .. .. SUB BAND DETAIL 0 WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH + END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT + ROOF EDGE OMITTED FOR CLARITY kME OR cMu .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. YW ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I i'x4' NOTCH + END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT + ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdosWigroup.00m AA M: 0003325 Ima� avaD:v 4k Lo�S SILVERADO LOT #14 BLK. #7 1pnoj QCT* 041 .002-14071 MODEMS 4EHB "2605- HAYDEN" GARAGE awD0131: RIGHT PAGM: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B A rpsuNTDA 3/11/19 aCAIM 1/4"=1'-0" spEc" WA6 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 -4-0", 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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWYDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIN6ICATED #5 BAR, BNDICATES #6 BAR, NDICATES #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 SHOWI4 IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = 30", #8 =36"), 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 OTHERWSE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHER WISE 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 WITH A.C.I.530.13/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: Fm 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WVUM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 W1.4xWi.4 OVER GENERAL 3 1/I 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3(Y' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 IT CONTINUOUS 1S" - (2)#5`s FM-1Sx18 ie" CONTINUOUS IIr - 12)#5's �0'.p'• FM-20xl8 20" CONTINUOUS IT - (2) 05b FMC-i6x18 IS, CONTINUOUS 19• - (2)#5's VARIES 12 SEE PLAN 12 - (2) #5's CWC-IN12 12, SEE PLAN 12' - (2)#5's - y F-24x24 24" 24" 12 (2)#Ss (2)#5's TE-1 8" SEEi S" - (1)#5's .O•�^ FOUNDATION PLAN SCALE: 1/4" • V-0" 1.441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeshrtgroup.mm L AA #: 0003325 m Y ""I SILVERADO LOT #14 BLK. #7 1pno04 �002-1407 MODEMA 4EHB "2605- HAYDEN" GARAos BTFEW k RIGHT PAGM: FOUNDATION PLAN 150 MPH EXP. B DA 3/11/19 80MM 1/4"=1'-0" > si 30" MIN. EACH WAY MONOLITHIC FOOTING � P STEEL REINFORCING IN GROUTED Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •. — v. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a SPACING REQUIREMENTS P— • •y� �.. GARAGE DOOR t V W 1 v 1.: RECESS m� m �J d Q o FM N 8" CMU WALL p N 8" CMU WALL CORNER BARS, SAME SIZE AS BAR W W B• O . 3 M Z . IN FOUNDATION WITH 30' LEG EACH x LU C) oy ,- 0 0 'PI WAY AT ALL CHANGES IN DIRECTIONS rn • S. TOP OF SLAB TOP Of SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS • -.+ 11(/�+'—�'�1 1vl • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • °• EXT. PORCH SLAB S . SEE LAB SCHEDULE S �� BAR SIZE 48 BAR DIA 4"CHAMFER (iSTORV) #3 18" • EXT. PORCH SLAB • /� 1-1 VARIES LSEE .1. SCHEDULE TOP OF GARAGE } 4" CHAMFER (1STORY) Il .I•I, li �"P. LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7;p, MASONRY UNITS SET AT ELEV: W/ 1/2" IRCH ON < Y e" CHAMFER (2-STORY) W/ 1/2" ISOLATION 0•.0• JOINT (WHERE • • APPLICABLE) z #4 24" SEE SCHEDULE #8 30' (WHERE JOINT APPLICABLE) • 8" CHAMFER (2STORY) • - i EE SCHEDULE Z a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE 38, FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iV AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING SCALE:34"=1'-a' scALE:34=1'a' @ GARAGE 3 4 SCALE: 3�4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 1___ NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED W I PLANS FOR SPACING. SINGLE GALVANIZED PIPE 5 y NEW REINF. BAR BTM. PLATE TO BE PT. W/FLANGE BASE O a SECURED W/2-PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a g EPDXY. MIN. EMBED SLAB W/10d MASONRY q J Q 8", UNO NAIL 18" O/C STAGGERED. .n = p FOLLOW ALL MANF. SPECIFICATIONS FOR SECURE FLANGE TO to USE AND SLAB W/(4)1/4" X 2Ilf' TAPCONS H PREPARATION OF W = HOLE. W K f x SEE SLAB SCHEDULE J Q - TOP OF SLAB� 4" CHAMFER (iSTORY) 4 ` �- • ,=77 8" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE FOR WxD, R SIZE BOLLARD 5 AND BAR QBAW11Y scALE:34"=1'-0 ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 8 SCALE:34"=''-°' (NO UPLIFT) 6 SCALE: 3/4"=1'-0" LAP 70P PLATE A MIN. OF 4S' AND NAIL W/ 16d 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 PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL 18" O/C STAGGERED. POURED LINTEL CONT. (TYP.) �•:, 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING _ /2" DIA. USP 7250SD BOLTS 8' TOP OF SLAB°• MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 18" O.C. VERTICALLY MAX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY FOUNDATION WOOD WALL INTERIOR FRAME BRIGWALL TO (D__�IINNITERIOR (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 314"=l'-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.eom L AA #: 0003325 a Q sysnsv ar s�os, SILVERADO LOT #14 BLK. #7 P1tOJmOT 4 .0 — 407 HODIM 4EHB "2605— HAYDEN" OARAGA EWUMS RIGHT PAGM DETAILS 150 MPH EXP. B BTAIE OF FLORtDA M 1 Rol�u� A.LASIOUCHACR AR NO 907M D ' 3/11/19 sCALim 1/4"=f-0" si91ME'P St. IA 29'-4" 24'1" ,7'$" "�IIIIe 121-0" 24" El tA El F1 ao in tt p to lk— o § Ei M N N a " N Y do N 3'-4" Y FIRST FLOOR DOWEL PLAN SCALE: 1/4" =,'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%:407-774-4078 www.abdostgrWoupmm AA 0: 0003325 q MII I aysniv a ron SILVERADO LOT #14 BLK. #7 `P`1MM4 001-14 7 4EHB "2605— HAYDEN" GAIt"M BVIZKCk RIGHT PAGM FIRST FLOOR DOWEL PLAN 150 MPH EXP. B Ro►AD41 aeoua u►c� 1 L AR NO 93723 J n TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ is HOOK -GROUTED BOND BEAM p CLEAN OUT REQUIRED y FOR INSPECTION A ', •' TIELERTICAL REBAR c b • e TO HORIZONTAL a• REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA ZM #3 16' 1. `1 > #4 24' n #5 30 #5 36" #7 42 HORIZONTAUVERTICAL �� REINFORCING I j NEW REINF. BAR e- SECURED W/2-PART v) I EPDXY. MIN. EMBED LIND FOLLOW ALL MANP Ol a I SPECIFICATIONS FOR m USE AND I' PREPARATION OF Z HOLE. W� � n •a .a d � STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0' A Z N OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 18' METHOD #4 24" HORIZONTAUVERTICAL #5 30' 36' REINFORCING #7 2 #7 az' #5 BARS m ;I , 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD LONGWOODFL 32750 . , PH: 407.774-6078 FAX 407-774.4078 www.abde8igngroup.com AA #: 0003325 g9 8 14 w 00 aysD:v. a. Loan SILVERADO LOT #14 BLK. #7 PAOJ=T* 04 02-14071 MODZL6 4EHB "2605-HAYDEN" GAPA Z STFINC : RIGHT PAGE: DETAILS V.150 MPH EXP. B MINT DATI&I3/11/19 scA* b 1/4"=1'—O" ai s= I A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAYBE NAILED WI (IO)dx 1 lit" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 ill" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG 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 WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 8. 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. LINTELS $HALL 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 20 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH HASHER 018" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOVM) 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 DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF SEAM/ 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 (0) WX, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY $Otto Bx18 (1)#8 (1)#6 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1);Pb N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED Ua.INTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0-4^ SAFE LOAD - POUNDS PER LINEAR FOOT SA PL OADr1r SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH wm 4tiap wom waow WAM � TYPE LENGTH NR RCMII TYPE LENGTH matt amaT VWT eta4rt W"47 Wear ama4T emu W344T eon VAa ema wm4r I Wan mN male rafa a'1am rate ram Sam wrf r4 (41') PREDABT 228/ mms ne arm mm mm toot (4n Pm w I= lam 1W9 S1r f42') mRBCIINT ,. mm 4m mwm 7m m4w wq AU m74 IM 11"rr 1w tw 2 am4 4m mm am tan Ne"1 FRBtileT 19W m2m m Alm 1w .m ow on PRECABT 7W T89 1a99 !4• (� FRBrrJ16'r +Ism aw wIs SUMS4w o m!4• m■ 4w MIS MITmN 1mm tram +m mm mm " 4m ms arm *41(NJ PRC-0A6T 1W9 mme w, am am elm am/ !-r (61') PRECANT W2 891 1078 4141' (�') xT lw am 2w um 4w 4w1 QIa m 4m will 7m ma 1w1 f1w tm lam ma mm 400 mf mm rr (M'1 PREf/WBT 1217 fw wm fr mm aw aw 4w Nr ("I PRECAST 411 411 TO rr (SP) PREOW fw 1 am mmm m4w ea a1m mm mo me 17m 2m I mm mm Isw 4m r-17 (791 P1S7`IIBT ,092 fee ffm "N zm sm am s9a r-10 CM PRWAST 810 389 818 r+10' (70� PREGIBT w am ow. am 4m /m1 m4w — w 1w wa I wa Isla 7w 4177 W-r (T8") PREc" m tm m" am am I ale 4m 1 am ra' (79') PRECAST WT 721 490 " (To PRBCl1NT w mm mw tm wn maw mm w uw 1w Itm■ 2m 1 mw Ism RA•• (90') PREMW 748 mlf nm am 19m mm ww mm T4' (90') PRECAST 424 534 3B2 RB' (W') PIWCA6T m 2w loll t7m mw aw low amr eM tw mm aw me a1m PwcAsr w 1w is w< M SM w2 rr (112� PRECAST 229 612 2W rr (112� PRECANi w 11 1 *w17�� 7m mm fm Isw ar wo w 1w tw Iw t oateww1a9mmal7 1rr (129� PRBCABT QN 2w mm tr4' (129y T4IECABT 2M 401 1W 10'4' (129� FM(JINT w w awl am fm fm mm am m lw W2 fw mm mm 114' (139') PRE3CABT m121"' w to mm /we aw art# 4w (,SST PRECAW 210 492 1" 11'r (1Sr) PREl719Tw h4l. w w w7 fe1 1w w tw Nm am am 4w m to4Arl tw tam IweR atawiw11Rawmm (144� PRHCABT N91 11'-0' (144� PRECAST 944 402 1B7 12'-0" (1M') PRWABT 4m 7m11W w Ism tw fm4 2w tam we m w Iw 1 18 Ise7am 11ri4' (190') PREC/IB'i 1W tm 1w tw 1w me mm 1?r (7W") PRECAST 217 821 NO 1rr {190•) PRBCAB'T w w 7m w 11 1w m 7m wo ON wa am 21m w 410 w fw m1 1 Ise 1!p (1B9') PRECAST Y79 4m 7m Ism mm ,m tw aw 14W (19rj PREGIBT 206 298 1W 14'-0' (10/� PREGWBT w w w 7m w 1 tw 4m 7m tam fw fm 2W Isma 410 4m 717 im t , fm 144• (179') PRFAT NA III lal i1R M M M lat 14 r (IM P N.R. 284 91 1!4' (17n PRWIRW110 m w w w w w m w w , w , 1131 f7R ,Im m fw mm ale fag :. 1vr (IM PREBMEM N.R. MR a "R M "" w R" 1vr (1B4') pmol mw NA 2W 02 1vr (Im PRE w w m m w w w w 7m 1 wl f 1 ea 412 7m lw f7m 2m am 2m ITV• (W9') PRFBIR NA aR tw NR IR MI ml w 1Tr (299') PREBTRE D NA 191 64 1Tr (p06') P 1e fm w w w w lot TO w 1 7m IS" w ,m w w w tw Ism mm am7 1v-4' 032') N.0. Ra w RI M qR M w 1ri' (?ffi� PREST NA 14B W 19'"4' W A w w w m w 40 447 w w7 N1 m 1 T47 as m m w 1w ,w Im VIS 21W I�9 P NA NR w MR a IR NI M 21'-4' Q99') PREBT1o01W NA 126 42 M'-4• OW) PER oil lm w w w w an w w 4m m w w w ,w w w w w ,fa lam iw 2r-0' �P�7 �'w M MR Nit w NR a 2" 1'*49 PREBT NA 110 40 27-W Wr) PMBTREBSED w "' m m m m m m 4m w wHi m24'-V we MR lit tm lar fw on PROR1H m NA "Rw NN Nt M ""2Y-0' Cam") PFZF R NA 9t ag 24W 000 PRE9IRSME fm fm m w 411 w m w w 4m w w Ism am (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUEB TAKM FROM 'W E LOAD TAKW BY CASRCRETE WY WINS EDITION - PREGAW PIMMIB BY OIT*M7O MEETOIE E==VALIIE:B STAT9'DA90VE ALL PREGIBTPRODUCT9 ARE TO w 94TAELED PIM MAMIPACTtAI69$PFCWMTIOW -PROM 9NSIM 4.OF NGARM PANT BACH OW OF WBB10W OP6 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE M 1"128.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" n alp- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAR: 407-7744078 www.abdesWWoup.com AA 9: 0003325 d �IN p d mumxv a9 z401A SILVERADO LOT #14 BLK. #7 04128 00 -1407 MODEMa 4EHB "2605-HAYDEN" OARAOX 8M/atT02 RIGHT PAd�: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DRINT AM 3/11/19 BCA=- 1/4"=1'-0" MEN= s2 #5 CORNER BAR W130" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK — 30" TYPICAL 05 BAR IN BOND BEAM — OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W# STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 314"=1'-9' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP, "S" i 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IFBOTTOM STEEL IS REQUIRED PLACE #5 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 SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 811118' Ip 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL THE BOTTOM BOND BEAM ! '; 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 1#5 TOP OF THE LINTEL 8. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1W DEEP. C. OF #5'S, IN 2ND BOND NDTH BEAM COURSE 16-1T/1 / B NOMINAL HEIGHT # OFWs, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM THAT XFXX-1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST .31/4" d WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION scALE: 1 yr=r-a' SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROEACH SIDEVIDE #5 BAR STEEL REINF. AT OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 808 DEL BOND O F BEAM W/0 #5 BAR BOND BEAM 10 EACH COURSE 8x8 BOND BEAM T P W/ (1) #5 BAR BOND BEAM GROUT SOLID FROMTop LINTEL TO TOP OF BOND OF OPENING BEAM BXB PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-7 ' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS r..o d. S. W00DBMMM FAMMIIIIIIIIACHO d. =2" MIN, 2 }" MAX %-2 t"MIN, 9"MAX W %=1 ?' MIN, 2 e MAX .. = }' MIN, 2 i' MAX d. -T MIN. 2 e MAX WMAX pm2.-'MIN, a =1 ?'MIN, 2 ?'MAX' ea = }' MIN, 2 ?'MAX d. =Y' MIN, 2 �' MAX >b=2? MIN, 9"MAX mm a=1 "MIN, 2}"MAX .d = }' MIN, 2 J' 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 j OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE — PACING =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e,, = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-774.4078 www.abdoe4pWoup.mm AA #: 0003325 W sVSD1v. 'k LOTt SILVERADO LOT #14 BLK. #7 PllOJ�CT 4 01-1 07 MODEM11 4EHB "2605- HAYDEN" 0A1CA0N gVf M .* RIGHT PAIMM, DETAILS 150 MPH EXP. B 1 _ 1 a DATA 3/11/19 SCAM 1/4-=f-0" miss= S2.1A sVSD1v. 'k LOTt SILVERADO LOT #14 BLK. #7 PllOJ�CT 4 01-1 07 MODEM11 4EHB "2605- HAYDEN" 0A1CA0N gVf M .* RIGHT PAIMM, DETAILS 150 MPH EXP. B 1 _ 1 a DATA 3/11/19 SCAM 1/4-=f-0" miss= S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAi6 W/ (9) 10d x 1 IQ" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1 a" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d xi 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (W. S. 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 HILT( X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER 6 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUE$ MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 20 STM. 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 ALL TRUSS 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 MARK 81 BABE PLATE OR REMARK DESC2EIRIPION REINFORCEMENT WD-1 4X8 (3 Y,"x5 &) SYP. USP HTT4 W/50' DIA 5/33.1A PT., WOOD POST x 5" EXP, BOLT FIRE I DRAFT STOP— _ i L_-------- 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS 19 M ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FLR. JOISTS II 111 V l 2X4 NAILER FOR T DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS 11 II II •T. II II II II II II II II II a 1I II II II II II IIII 11 all 11 11 IIII II II II II II II II II II II II II II II 11 II 11 II 11 11 „ 11 II II II II it II n 'II 11 II 1�I IIII II II II II IIII 11 Il 11 1l 4 ' 1I I l 1 II II II II II II I 3, I 1l " II II2xW0W� II IIII II II II II OIRDERTDCMUwALLwN6P 11 II II II 11 11 II „ II Il II SYPLINO.2 1 II 11 I ANC44 wocw II II II II II 112xW°� II S S� II IID.C.II �1 IIII II II II II BCREWSTOOIRDFR 11 11 II 11 11 11 SYP 02n „ 11 1 11 II 11 n u n n STU V4D111 11 12 O.C. IIII II II II II IIII 11 11 11 11 PROVIDE DRAFTSTOPPING THIS TRUSS AS TO u------- ----- I -- II - AALONG I. LIMITAREA T01000 S.F. PER FBCR 302.12 LL __ _ _ _______ II II II II I DBLSTUD II II �,-' I IIO II t0E 3 9A s 1 II SEE DETAILS/S2.1A ii ii ii II I n n n n n n n , II II II II II II II II II II :__�_ 4 - 11 II 11 II II I1 II. II II II „ ------ - — - — - — - - _ - � = II II II II IL 11 II II II II II II II II II II 11 II 11 � -- --- „ TRIl8M*WO.0 if E73 f II II II II I II II 11 11 11 �, I I II II II II II 11 11 I1 __ _ 9A II 11 11 11 II II II II II I� II 11 11 11 II II II II II II 'II 11 11 If 11 II II II II II II 11 II II II II II II II II 3.1 ! — a = II II 11 II 11 � 11 II II 11 II is FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 J Z >e 0 aumxv. as Lrom SILVERADO LOT #14 BLK" #7 P1aOJ�CTIp 04128.0 2-14071 M03=111 4EHB "2605— HAYDEN° GARAGA SWEMI: RIGHT PAGM: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B DA Fluff 3/11/19 OCALE: 1/4"=1"-0" MIKE= S3 PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#176W 8-(2) USP HTAi 6 TRUSS ANCHOR WITH (0) 10d x 1 1/2" TO TRUSS EA STRAP. FL#176W D8L STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) x2, 2x WOOD FASCIA EE ARCHITECTURAL x SECURED WI (3)16d iALV. COMMON NAILS. ENGINEERED WOOD x2 SECURED WI 10d TRUSSES ® 24" O/C, iALV. COMMON NAILS SUBMIT SHOP DRAWINGS 2' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) 8 ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 GIRDER CONNECTOR(S) GINEERED WOOD TRUSSES - 24" O/C, SUBMIT SHOP AWINGS FOR REVIEW ID APPROVAL USP HTA16 TRUSS ANCHOR - fH (9)10d x 1 1/2' NAILS TO USS EA. PROVIDE 4" MINIMUM NCRETE EMBEDMENT. DBL RAP, 1 EACH SIDE WRAPS UP D OVER TRUSS (NOT ED IN CONJUNCTION WITH AVY UPLIFT CONNECTOR 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)18d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED WI 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, L1786 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2A 26 GIRDER CONNECTOR(S) SCALE: 3/,V=I'-0" PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: FOR (A) W/ SINGLE PLY, A PT SYP #2 7X6'9(4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' OC TO FACILITATE 2-PLY CONNECTOR. (A) USP LGT2 W/ (5) 1/4!W' POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4'x6" WEDGE BOLTS AND (12) WS3 SCREWS FL#6223 # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3A"=141' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d Q EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1211 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dx12 HPG COMMON NAILS. SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE ® EACH END TOTAL OF 10 30'-l" TO 60'-0 (3) "X' BRACE SECURE Zx8 PT. PLATE (I) "X" BRACE 0 CENTER TO BLK WU 12" DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W! 2' GIRDER FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXYW SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe P.T. PLATE WI 12tl's 9' PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD 12" HIC+i TRUSS ENG) ONT. 20 SECURED W/ STRENGTH CLG. BOARD (2) 10d's C EACH TRUSS SECURE TRUSS TO TOP PLATE w/(2) TO BE INSTALLED 16d TOENAILS 10'-0' O.C. MAX DOUBLE TOP PLATE HTT4 W/ 5/S' A.B. WITH MIN, 7"EMBEDMENT TO SLAB & (20)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST. , BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .°. 12" GYP. WL. BD. BLOCK WALL W/ GABLE END 0 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' GIRDER/WOOD POST CONNECTIONS • 5 SCALE: 3/4"=l1 0' 1'a!•' -:1.. G FLOOR TRUSS CONNECTION @ L.B.W. SCALE.3M-' 9" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 114-D —HOLE EDGE -50 —+ OLE DIAMETER 2/5'D SGL. STUD --HOLE EDGE >5/e" OLE DIAMETER < 3/6-D DBL. STUD STUD NOTCHING (AND BORING LIMITS D0 SCALE: 1 117=1'-0' A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDC{-BOLT/J-BOLT, S' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4#' USP WEDGE-BOLT/JaMT, S'MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2550 LBS WI (2) 314" USP WEDGE-BOLTM-BOLT, S' MIN. EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4'" USP WEDGE-BC4_T/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS WI (4) 314" USP WEDGE4XX.T/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'=1'-0' 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEEFRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J4MTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD 1O LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 2: 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY O0 CLOSER THAN e" C/C. 5. IN LIEU OF HILT[ PAPS, 1/4" DIA x 3" MASONRY (2)- PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGEOPACNO C6RMWACY18 A DOUBLE 2K8 i/2' 8" O/C le" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16, O/C D DOUBLE N10 3/4" 8" or 24" O/C E DOUBLE Zx10 3/4" 8" O/C 18" O/C F DOUBLE 2(12 3/4" 1T O/C S10 WOOD LEDGER DETAIL SCALE: 314"=l'-0" 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 LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSESNOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdes4npup.com AA #: 0003325 L' strsa:v. as EMS S ILVERADO LOT #14 BLK. #7 P1tO' 4 0 - 407 MODAMA 4EHB "2605-HAYDEN" OARAGN BVfD;G: RIGHT PAOM DETAILS 150 MPH EXP. B ROl� A ABOUCWACRA AR NO 93723 i a 3/11/19 8CALle: 1/4"=1'-0" ericr S3.1A FLOOR DECK 2x6 PT TERMINATION —W 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116"' 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: 314"=1'-U' DBL. PT 2.6 SLK'NG BETWEEN TRUSSES W1 10d ® T O.C. 1ST PLY INTO LEDGER AND lod @ 3" O.C. STAGGERED UPPER PLY INTO 24 BELOW 8" CMU WALL — REINF PER PLAN #8 WOOD SCREWS x 2" LONG ® 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 314" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI AT 16" O.C. AND 8" FROM END W/ MIN 5-12' EMBED. FLOOR DECM �/4„ NAILING PATTFdt14 2x4 P.T. CEILING 1 24" MAX `PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE NAILER WY MASONRY NAILS FRAMING PLAN) @1TO.C. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'41 USP LFTAB W/(16)Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTAS W/ (16) 8d COMMON Nm A EACH END FL#17244 FLOOR TRUSS OR —, PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2" HDG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SECURE 2x6 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 218 P.T. PLATE W/ 12d'S 8" O.C. MAX PRE-ENG GABLE TRUSS — 2x4BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d Q 3" O.C. 1ST PLY INTO LEDGER AND 10d Q 3" O.C. STAGGERED UPPER PLY INTO 2.6 BELOW —� 8" CMU WALL — REINF PER PLAN O O #8 WOOD SCREWS NI �M x 2" LONG Q 3" O.C.; STAGGERED OFF ,Iy11111 CENTERLINE OFF 24; NI 3/4. AS SHOWN USP A3 EA TRUSS /4" NALNO PATTERN `—PRE-ENGINEERED WOOD 1X2 FIRESTOP AFLOOR TRUSSES (SEE DEL. 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3�4"=1'-0" TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE �— CONT. 2.4 SECURED W/(2) 10CFS 0 EACH TRUSS TO BE INSTALLED Q 101-T O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0• 08 WOOD SCREWS x z' LONG Q 3" C STAGGERED MI AS SHOWN 1� DEL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT I$NNI' AT 18" O.C. AND W FROM NI B" CMU WALL END W/MIN 5.117' EMBED. REINF PER PLAN FLOOR DECK PER ELEVATION /4" Or N ��_ lIAILMO PATIENN 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER WJ FRAMING PLAN) MASONRY NAILS a 1z' O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=17 ' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 L• R C a` If e I lei F R atnmly as Lo9S SILVERADO LOT #14 BLK. #7 ]pRonwTjp 4 0 - 407 moDmu 4EHB "2605- HAYDEN" 0AV.A0s 81FIN k RIGHT AAO& DETAILS %150 MPH EXP. B 1 4N DA3/11/19 wcALm 1/4'=1'-0" 821z mT S3.1B PRE-ENGINEERED %,1 VALLEY TRUSS CONNECTION N.T.S. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 wwwsbdssign8roup.mm L AA 8: 0003325 s ipp b sVSDIN. •c LOTt SILVERADO LOT #14 BLK. #7 PRO"MT 4 02- 407 monau 4EHB "2605- HAYDEN" OAML&Om 9WDCM RIGHT PAGJM DETAILS 150 MPH EXP. B DATM 3/11/19 WCA M 1/4"=1'-0" ■llmT s3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" - 1'-0" 44 /.� I At 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH; 407-774.6078 FAX: 407-7744078 www.a bdosigngro up.com AA 0: 0003325 Y b QQ q 7 i Y SMIDIV. Ar WIA SILVERADO LOT #14 BLK. #7 z'1428.00 amCz — 4 7 MODR s 4EHB "2605— HAYDEN" GAMAGs SWTch RIGHT PAGIg: SECOND FLOOR DECK PLAN 150 MPH EXP. B R 3/11/19 /4"=1'-0"4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeskgngroup.eom AA M: 0003328 sumly. ae LflTt SILVERADO LOT #14 BLK. #7 P:4 'M 407 MoDmu 4EHB "2605— HAYDEN" oAXAas awnacH RIGHT PAG>Z- SECOND FLOOR DOWEL PLAN 150 MPH EXP. B m FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 12" HDG NAILS. SMALL JACKS < V MAY BE NAILED VW (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 12" 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 WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND 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 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 P8636, .177" " x 2 7/8" LONG, WITH WASHER (m16" 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 p a P ESIMQ ION REMARK (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 (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx18 OILS (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)46 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFELATERAL LOADSFOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `4me�4 - SAFE LOAD - POUNDS PER LINEAR FOOT SAFPILOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH mN +Hm w,a 4Pa44 ;Z � M. wmm 47m4e 4Pa4m anMe INam 4Piw Alma ears TYPE LENGTH H1B S RCM/ TYPE LENGTH "'IT weer 04317 4Plaef Mnlf 4Pwer anus 920e11` war,T aPa:r wartt a74aar ■I&fr almar r-e' (411 PRECAST 94e1 3m a7w m0 mmm mMm SW (4r) PRECAST 1025 +024 lase r4r (42•) PRECAST m >o aW 4w1 aW am 7w1 mlaw mw im m4 1ma1 lima law aM mm 4M aM 41a 7M ra• t4r) PRECAST 1eN awl am 4M an . 4m rr (4e1 PRECAsr 7e6 TSe t20e r4r (#e1 P11ECA6T 1M aM aM aM 4M M 4wa aM 4M ma law am loom tww ,M am am maw 44w M4 4wa " PRECAST ,eM 1M 2110 7m1 a1m an &am mat " (541 PRECAST 012 60, 1073 4'4C P41 PRECAST 1m mw am aM 4- m1 mw aM 4M mw fur W2 "M lwa tm am am mw 480 41,17 44m ram• P41 PRECAST 1217 ww 14m ww no ma "m 4W rs' P#1 PRECAST 4/1 411 746 r 4• �PRECAST I" , AM, ama mm mm 4M as ammo 4'l16 74m ww ,r+ an mm aM awl Me r--1? (10') PRECAST 1002 IM tm wm mno aM aM r-10' (f01 PIffCABT 816 396 816 6'-+7 CM PRECAST M aM 1407.1aM 41m wm fM 4M 7e11 M ,m ms a,m mm 4M �. Oe1 PRECAST W 1211111 3177 aM mm am 431011 mn r4Y (1B1 PRECAST e07 721 MD rd (7r) PRECAST M m■ art m am awe ail am M ,w7 ww mr mom man arm 7� plD•► PRECAST 74a 1m1 17m aM 3ma aM N" aM r-C PM PRECAST 424 A74 eBs ra Pr► PRECAST m aw am loll tma am aM mm 4m 7a vm low I am aM am m 04•tllPRECAST ee4 #- 1M IM m m a41a aM rs• (tt21 PRECAST US 6t2 28D rr (1t2) PRECAST m+ m— „ ,m am >m nw wm awl aM en - 1aR wa 1M lam aM le-V 1 ( 261 PRECAST. 416 im >7n aM Ire• (126') PRECAST 204 407 Teo tra• (120') PRECAST 1 am - wa 1M amw l7e1 M M /M wra 1m mw aM 11w (IWI PRECAST 382 m on m 1W aM ow 4M 714• (13" PRECAST 29D 462 ,64 11'-4• (ter) PRECAST 471 mm M tm 1N /7m - M maa ww so am 4mw M m tars ,- tm4 :ter 12V' (141') PRECAST e57 - 4rs "m wM aM mw mM I 12W (11441 PRECAST 2" 402 127 12'4T (141 PRECAST M 7a M 11 1 1M M No taw Mm an >M I m 4" M ew 1oa , ING. ww try {+b') PRECABr Zee m 1we /M tM aM aM I" (ISM PRECAST 217 224 110 1" Mn PRECAST M M m 7m M , m rm 1w4 wm tM 2M, j—W M M M 1M 14'•0• (IW7 PRECAST 21e 144r (ter) PRECAST 2D6 2e8 ,ao tr-0' (1ee1 PRECAST >a m wm wm wm mm mm M M 7,7 mM (1761 P N.R. M Im M wl 14'd(,7�NA 2e4 et iPl c+7r) PRE- s1 M M M F2 M mtr-r mIm m IM aM am7 amf 164' (ts41 PREliR N.R wtM Im M (IM PREB NMO N.R. 20 e2 ily (tsn PRESiREMED ma M M as m M m.. mM. 412 710 Wm ,1m am am awI&W 174• PDT) PREBiR NA Mt M M M 1M• )PRE N.R 1W e4 irk' (20e1 PRE6'IR 1m M M M M M a1 740 rsMl M m M M4 ww we mw (2e2') pREE7R NAm M MI M M M ml mn PRIG NA14SPREe1REle® M M M M M M 4N M 71r4• r M 7m tm mw ww +rw 214• (a6/') P NA M IR M NN M+ wl M 214' Per) PFUrFAMED NA 125 42 2+4• P6r) P /w 7t am M m M M m M M M M M M am M M Hw lam Us 22'"r (e641 PR011RBDB® NA M M M M M lal ADO' P�1 PRE;IREBB® NA tts 40 2n4' Rw► PRIG 1m to m m M m me m M w M M M M ,m as me mg too 1M tM ,x,-0• P� PRE NA wl M M M M M eR •u� PM PRE6T NA e/ M m,� Psn PRE W tm 179 >a m m4 342 M b4 M M 7w m as A mm M 4a4 M 1M ea (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. -ALLVAU)B TAKM PROM'eME LOAD TAKES' SYCASTCRETE WAY 2015 EDITION - PRECAST PRODUCTS BY OTHER670 MM OR EXCEEDVALtM STATED ABOVE • ALL PRECABT PRODUCTS ARE TO SE e4TALlID P®t MANUFACTURESSPECFICATIONB • PROVOE►meMIM COF BEAROIS PAST EACH SIDE OF WSDOW OPBMB PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATI ON -CASTE CRETE DIVISION ACCEPTANCE* 16-0126.03 --- ------- ------ —----- -------T—-------------------- --- U.N.O. PROVIDE 882 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1&4" r--- L__J 4► I , 1 1 1 1 1 i 1 � 1 4# i 0 1 1 1 1 1§ r— 01 —---8F1=-lT/---J-------1t 1 1 1 1 2.1 1 1 1 I =� BF18-1T/OM/OB 8F18-1T/OMI08 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.00m AA #: 0003325 b a sysa:v: ae sJo2N SILVERADO LOT #14 BLK- #7 P 41�.0 —14071 moD 4EHB "2605— HAYDEN" GARAGM awENCh RIGHT PAGI1 SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. BUff DATM 3/11. scAL>c 1/4'=1'-0" 101293= S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WI (10)d x 1 12" HDG NAILS, ♦. CONCRETE TO WOOD FLOOR: • USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT15A OR LUGT2 W/ 10d x 1 12" HDG 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 WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. S. 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 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 P6S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOV M 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF ZSW 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 ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST a"FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 6127E 8 RAW PLATE OR REMARK MISMIPTION REINFORCEMENT VVD-1 4X6 (314"zS Y,") SYR USP HTT4 W/5/6' DIA S/S3.1A PT., WOOD POST x 5" EXP. BOLT L---------- ) ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeskgngroup•com AA M: 0003325 b q 66 a 4I I L aysn:v. as Loa, SILVERADO LOT #14 BLK. #7 P1moiz aT 041 8. 0 -1407 moDzu 4EHB "2605- HAYDEN" GARAGN EwIiG: RIGHT PAGM: ROOF FRAMING PLAN AND NOTES %150 MPH EXP. B ROLNO A. ABOUCHACRA L AR NO 93723 i � ` 3/11/19 MCALM 1/4"=1"-0" gamll= s6 .. GABLE-EW ROOF WIND DESIGN ASSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) 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: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DY1PFyIAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/1e" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT e" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK Sd RING SHANK. 2 12" 0. 120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/T 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEILTHNO USE 12" COX OR 7/18" 0. SS, PLY WTH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP S BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7"' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL Bd RING SHANK GUN NAILS (2 4" O.C. TOP 8 BOTTOM EDGES 1 �9- LL Y 2 CS J • zD v 7 . U Z . z . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF BHFATHING ---_-' ._--�,I 11 ==mm 111.1111,1111,111.1111,111 w-q Nol „ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR OAKS END FRAMNO Sd RING SHANK GUN NAILS j@ 6"O.C. INFIELD* �•- 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.DILJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES'; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE314. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDES%AIR ENTRAINED CONCRETE E%FO.SED TO EMTHORWEATHBR NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWANGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBOR 2017, 61h EDITION ALLEPOS®EDGES OF CONCRETE ARE TO BE CWIAFER®3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF BARRIERME PROVIDE 84A11 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UIETRALL 3lABSONGROUND WHHEI1gCAT®ON YLENND CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND MODULUS OF 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 EV.APOR DRAWINGS. SEAMS LAPPED S INCHES PE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY 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 SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWTL AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORAW ORK. 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 EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER PBOR 2017, BIN 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 WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP 92. THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCE LRFS 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 WATHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUISM.• THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TV40INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY.TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLABCNGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTEN NGg' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL 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 A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATECMI ONNECTEDIMOOD TRUSS CONSTRUCTION:, AND 'TPITCA BCSI 1" LIVE LOAD FLOOR: LIVE LOAD 40 pd SUBJECT TO ENGINEERS REVIEW COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 pd TOP CHORD --concurrent ncu TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - W WOOD TRUSSES. 10 pd BTM CHORD nonconcurrsmrt nt #5 BAR - 30" #7 BAR - 4Z' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 15 pd TOP CHORD 20 pd TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. (7 pd w/ ASPHALT SHINGLES) (10 pd w/ No GYPORETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURERS INSTRUCTIONS. 10 PSIBTM CHORD 5 pd BTM CHORD MINIMUM 10 INCH HOOKS OR RENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: I Opd WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 p6f TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pd RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL WIND DEAD LOAD SPEED .10 MIN 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IN SHOP DRAWING REVIEW' SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH 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 WITHOUT REVIEW W LL BE RETURNED UNCFECKED. SHOP DRAWINGS 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 W LL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 p#f, 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 O M4ER 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 ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S 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-TECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABGNGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TGIRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASUR NO, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SKALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT E(C® 90 UNITES, IF FOR ANY REASON THEM IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL SE THE RESPON818LITYOF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RESN2 SHALL BE AS FOLLOM A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOS® TO EARTH (FOU DATIOHS) B FOR CONCRETE EXPOSED TO EARTH MIDNRWEATHER 1-112- FOR #5 AND SMALLER 2- FOR 08 AND LARGER C. FOR CONCRETE NOT E)P09® TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1Q' FOR BEAM AND COLLPAN PRIMARY REINFORCEMENT, TIES STIRRUPS DETERMINATIONS, FEASIBIUTY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT 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 MAWNR/- PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE S/TMS 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 PROVIDED TO FACILITATE THE PUBLISHED 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. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SWILL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS, SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/S' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 1V. USE ONLY MECFWNIDAL VIBRATION CONNECTORS" BY USP, OR EQUAL 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 W" OR"8" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: 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 BE ASTM A38, FY = 36 W# PORANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 48 k6i. STRUCTURAL PIPE SHALL BE A9TM53, 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. ALLANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION Siff "`E SPACING REMARKS APPUUTON 813E ttFE 8MgN0 REMARKS I4PTR1RRw0TO CAGE H1Rl@I® S.- GAR/-0EOOOR_ SEE DE- SEE DE- SEE DETAx SEE DETNL MASONRY ICONC. NNL ILONG. TO LM8DH2Y/WNG SOD, K. E(T000RS 1. PT. SE-6NNLI GWE..ENED CODA. LIT LONG. S'OIC BTAOGEREp WwpOWpOORl FABrENED INTO-. . GARAOEOOOR BUCK TOMASONRYKONC SEE DETNL SEE DETNL EEEOETAA SEE DE- .NooW- EDCOIL a°oro yAN00yH000R1PA8fENED ME-T-O CONTACT THIS ENGINEER FOR SPACING 1x PT, SEEN 6 NNL I - LONG. BTA(TOEAED INro MAsoNRvrooNc. MAsoNRrlcoNc. REQUIREMENTS --0- NZ/3NS'DW TAPOCIY 1CQC tt/2°EMBED, B'@U ...FAPoNG�)OD Ex 1. EMBED A•EIR BUCK]" PT,BHNOTEB OWASHER HASTIER 018T., 11R•®Of d81 wALLTOCONC - MON BOLT 2P OC DIST.,S-EDOECfSf. 2-00 SUCK S.19B' PAFa 21,8' 6.00 A' END. D16T.,1 TM PT TO STEEL COL.,_ WI WASHHV STAGGER® EDGE LIST NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF 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 S. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NMLED AND Zx MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407-774'4078 www.abdesigngroup.com AA N: 0003325 B � E b a 111111 SUDDIV. ae L01! SILVERADO LOT #14 BLK" #7 04 1JmCT�- 407 MODEMA 4EHB "2605- HAYDENE" GAJtA GZ 8Wnwam RIGHT PAGIM DETAILS 150 MPH EXP. B DA� 3/11/19 QCAM 1/4"=1'-0" SN1 J