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HomeMy WebLinkAboutBuilding Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERSON AR No.'17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. I IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN ROT's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY- FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 7 5 6 1430 C�L_A_VER, T7:)RIVE=- NE-, ax: '21 -�'az:�-_/092 3 DESIGN CRITERIA: ABBREVIATIONS REVISIONS • FWRIDA BUILDING CODE, RESIDENTIAL STH EDITION (2017) • ALL LOCAL OD STATE CODES -OCCUPANCY —RESIDENTIAL GROUP R3 • CONSTRUCTION TYPE — VB :MIN. INTERIOR FINISH — CLASS B BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH :EXPOSURE — C 1—STORY RESIDENCE — 02—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AIC AD.]. A*10 A BD. CAB . CAB` (Loi. '°i ( LR.' ( ONC. ('PT. C.T. D_ DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELM IQ. Exff. EX'V F.6jrx. F. CL FIN. FIR.. FLUOR. FR. DR. FIG. GA. CAR - 1,_' (;L. GYP. BD. H.B. H.C. HDR. HGT. OR ITT TNSTfT_ TNT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPWGE BOA CENTER LINE CABINET cmuw CLEAR C.ONCRrTF CARPET CERAM ICTFLE D R im. R DOUBLE DUAL GLAZED DIAMETER DTMtNST0N DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION rQTJAT, EX14AITI mr.Rlt)R FWD OTIASS FUEL GA$ FINISH FLOOR FLUORESCENT _' 11 DOOR F=No F GAIUGWE GARBAGE DISPOSAL GROTJND-FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB, HOLLOW CORE HEADER.'W. HEIGHT INSULATION INTERIOR LAV. LUM. M.C" MFR. MIN. M.T. MTD. M171. N.T.S. O.C. P11 P.B. PH. FILE PLYWD. PR. P.T. R. RAD. RA.G. REF. RM. R.O. S.C. S.D. S.H. SRT. SHTFIG. SHWR. Sim. SL SL. GI_ STD. SwS TEMP. THK. T_O.C. T.O.P. T.O.S. Typ. U.N.O. V.P. W/ WD. WDW_ W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTUREk MINIMUM METALTHRFSHOLD MOINTED ' ' NITTA NOT 1� SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRII-L REFRi(;ERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SWOLE HING SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WAIT. SECTION TEMPERED M.AS THICK TOP OPCURB TOP OF PLATE TOP OF SLAB TYPICAL IJNTLESS NOTED OTHFRWTSE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION CIIOBA13 51D SET ISSUED 01/15/10 2011 FEC UPDATE 0111546 BID SET RE -ISSUED 04116118 FOOTING REVISIONS PER M. 5OWES 02/22413 PLAN MAINTENANCE 04125AO ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 13ATSON 041251113 REVISED 14VAG VOLUMES ON SOFT CALC SCHEDULE 05/06/10 ELIMINATED LEDGERS AT ENTRY- ELEVATION '5' 06103AO ADDED DOORS TO OWNER'S 5ATH WIC AND WATER CLOSET 06/21/19 ADDED LED LIGHTS 9 KITCHEN I BATHROOMS PER MAW 50JES SQ.FT. CALL. LIVING 1-147 SQ. FT. GARAGE e�jj 5Q� FT. ENTRY 36 SQ. FT. LANAI SQ. FT. TOTAL 225-1 SQ. FT. A/C VOLUME I50242 CU. FT. INDEX OF DRAWINGS .ARCHITECTURAL SHEET # DESCRIPTION FIG CS -COVER SHEET FIG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2A-ELEVATIONS PG EI-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1 -HVAC PLAN PG Dl-DETAILS PG D2-DETAILS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS FIG WA3-WALL ASSEMBLY DETAILS FIG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET jffr DESCRIF PG Sl—FOUNDATION PLAN FIG S1.1A—DETAILS FIG S1.1B—DETAILS FIG S1.2—DOWEL PLAN FIG S1.2A—DETAILS FIG FIG FIG PG PG FIG FIG S2—LIFT BEAM PLAN AND NOTES S2.1A—DETAILS S3—FRAMING PLAN S3.1A—DETAILS S3.1B—DETAILS SNI—DETAILS PAI—PRODUCT APPROVALS 7-1 FVIEWED FC !CODE COMPLIP� ! ST. LUCIE COIA BOCC TION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com TrO7 1 liq II 11Ammwq 8'UBDIEV. & 1,0T- CREEKSIDE LOT #69 PROJECT# 04321.200/069R1 MODEL: 1756 "EASTHAM" GARAGE SWING.N LEFT PAGE: COVER SHEET 160 MPH EXP. ARCWECT� STATE OF ELOPJD TT11"9 R �NOC 17305 �11.120 DATE:10/17/19 SCALE: 1/4"-1'-0" _j SKEET IS GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE,'WITH THE FLORIDA BUILDING ',CODE RESIDENTIAL (FB ,R) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED 1. ALL WOODSAND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING; ON -SITE UTILITIES, HEREIN: SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL B. NATIONAL FOREST PRODUCTS ASSOCIATION: BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION, I NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL E C. SOUTHERN PINE INSPECTION BUREAU: DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 1 3 ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 'a I 3. DO NOT SCALE DRAWINGS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK ARCHITECT. I NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL E. APA - THE ENGINEERED WOOD ASSOCIATION: I, ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTI N ' OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK "OR 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8 „ 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OMISSIONS INTH LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE, CONSTRUCTION AND/0 BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUE OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED; WHERE APPLICABLE B L ( ) 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALLIFLOOR SHEATHING FASTENER S ENER SCHEDULE ON SHEET SN1. F ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTO 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION0 B 8; EXCAVATIONS TO BE A MINIMUM OF T-`0" BEYOND NEW FOOTING LINE, 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING . CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE PLUMBING ' 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. �CONTRACTOR ,I HALL MAKENSTRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 8. THE 5 0 10. THIS BUILDING IS NOT DESIGNED TO RECONSTRUCTED WITHIN A FLOOD ZONE; LINO. CONTRACTOR IS TO VERIFY THE 3S 3�� 1„ CONDENSATION LINE HALL S BE MINIMUM /, PVC (SCHEDULE 40), INSULATED WITH /: AMAFLEX. ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE; CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. CONSTRUCTION OBSERVATION 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP - 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN CROUP'S DRAWING. %8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. SERVICES FOR THIS PROJECT. 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 12. TERMITE PROTECTION SHALL BE PROVIDED BY APPLIED PESTICIDES C 0 REGISTERED TERMITICIDES, INCLUDING SOIL A -10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS ER5 SHALL FOLLOW PROVISIONS OF SECTION P2603.2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN CROUP'S SCOPE OF DOES NOT INCLUDE PROJECT OBSERVATION OR BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHERAPPROVED METHODS OF TERMENT PROTECTION REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE APPLICATION OF THE TERMITE PROTECTIVEED TO THE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE AP CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING' STATEMENT; THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE GARAGES AND CARPORTS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1. GARAGE DOOR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF >' A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET r AGRICULTURE AND CONSUMER SERVICES," EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS C DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS 2.' AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. PURPOSES SHALL NOT BE PERMITTED OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL REINSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LES5THAN 3. ASTM-C926 & ASTM-C1063. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: RATED DOORS. �r 1-3/8 INCHES THICK, OR 20-MINUTE FIRE-RA ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ORCEILINGS SEPARATING THE T" FLASHING HORIZONTAL LATH AND PAPER DETAILS DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS GARAGE. "" CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS ' "' AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE WINDOW FLASHING DETAILS SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH` TYPE X GYPSUM BOARD OR EQUIVALENT. 4. SHALL BE INSTALLED PER ASTM-Cl063 -11A AND R703.7. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT: FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE.>! r H 1/2" GYPSUM BOARD. R302.7. P EXTERIOR CEILlowmed 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 " 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . �tL 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 :.. of I P I I`I a r 6t a �I [iq k� I� c� 4 f1 ,I I' ry GI Fv; O EKSIDE T #69 PROJECT# 04321.200 069R1 MODEL1756 "EASTHAM" OA,RAGE SWING: I LEFT y AGE: GENERAL NOTES "Y c 160 MPH EXP.0 ARCHITECT - STATE OF FLORIDA oc�:,r�r3a� /NC` ?AEl C. ANDERSON P9O 1710 a PRINT 10/ 17/19 s ..1a 1/4"-f-O" 11NI NA 160:G I NA INCCsI_ILs/,C WINTER DESIGN TEMP° ICE BARRIER , UNDERTLAYMENT REOUIREDIN, FLOOD HAZARDS a AIR FREEZING INDEX MEAN AN II TEMPI 42 NA SEE SURVEY' NA I NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.S.1 THROUGH FBC R302.9.4 FLAME-SF'Fi?ZAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE'IN ACCORDANCE WITH SECTION FBG R302.10.1 THROUGH FSC R302.10.5 36'x60' LAV.LAv. SHWR. PAN T. 4 0, W/ ENCL OWNER'S ABTH?6 8'-8' CLG. z G. W.LC. 8'-8' CIA iI -I C. v 25-SH EGRESS 40'-0" 1-1 _51 12'-0" 25-SH EGRESS ---- -- LANAI 8'-8' GLCa -8' 6'_2-6" 6068 s�EsD. _ I __ET HB IR-ISH TUB W/ @ SHWR , im" Ln +� n BATH #2 m BDRM.#3 s -s cLG 171) d) 2-0 > ® S GREAT ROOM N - Q -8 CLG. , m C6 T_ - C. 2'-`0" N i I DINING N ` @ ? @ RSAeIROOM cc N m Qli-I m w �I�I FLOUT-THRU e * : TOP o 3 4 5 4 4 @ HI 8' 8' GLG LAUN.====ra -- C_ 8c8' GLG. i iix T. Q — ----- ZA ® OND ACCEs5—FO--D0YE" R Dw.SINK al 0�' r22 54-i x� —Hp8 o A I ATTIC I -1 CAIt I I L—tz�o _ I IO3-SH L J ❑ O BOLLAKIXHH©` AS REQ. '$' @ PER BLDG. _ II m CODE ENTRY - a� " � ,r'°• yF ., � ^' f`� � a $ gyp. � "�.. GARAGE mF »..< .. 8'-8' CLG. T OWNER'S SUITE 8'-8' CLG. 0 v 5'-0' I_2"I NOOK v DI-51 CLG. k . ALA R0FS WALLS E i n 16'-0' X -IO.H_ �6 s s -0 -all 3 -S a a a - 1 4" 20'-0" 6'-8" 13' 4" GABLE ROOF 10 e 0 S 46. H" Ro()F'R COMPONENT AND CLADDING PRESSURE ZONE SQ.FT. CALC. S LIVING I141 SQ. FT. GARAGE 411 SQ. FT. ENTRY 36 SQ. FT. LANAI 93 SQ. FT. TOTAL 2281 SQ. FT. A/C VOLUME 150242 CU. FT. N MASONRY /FRAME WALL LEGEND Il'-8' MRS. 0 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 00WOhBdI AM CLADDING WIND LOADS BASIC WIND EIQ'ONK FOR 3 SECOND GM 09ma SOIIII ZONE AND TYPE FOOTAGE 160 NPH WID 1W10 MIN. WINDOW CRITERIA 10 5 34/ 45 _ EXTERIOR SWING 21 5 32/-42 OF, MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIAt 8010 O.H.D. 56 5 32.5/-38.0 _ 160'10 O.H.P. 112 5 30.9/-34.4 SOFFIT N/A 5 31b/-388 9 ROOF TILE N/A " 3 -6829/ -5829 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 151 PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWL DATE: 03/20/2 n @ w tr �r PER 1=LR 'I DBL. TOP PLATE 61 N BAR DETAIL FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIpENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONmyCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 00 7UBDIV. & LOT: CREEKSIDE LOT #69 �F PROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" >.GE SWING: LEFT PAGE: FLOOR PLAN 601 MaP HT EXP. C ARCHITECT: STATE OF FLORIDA OCT 17419- IHAEL C. ANDERSO? AR NO 17305 INT 19 17 DATE: 10 / / SCALE:1/4"=1'-0" x ' S EET fj a i_ _ _ P4 1'-0^ 5 A OPT. COACH LIGHT 0 6' R41g1°D �p SAND TYP. _ 8'`-8" ERG. PGT.t V- -- TYF 0'-0 FIN. FL' llmm IN Ll rr rr rr "I FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: UALL FENESTRATION FLASHING AS PER F5CR R103-4 SHINGLE ROOF 8'-S" BRG:. HGT. 1 0 45 I TYP. 6' RAISED BAND TYP. ®'-0" FIN. FLR. L. LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDCsE VENT BRCS: HCsT. 0'-0' FIN. FLR. 12 '�' 15 8'-S" BRCS HGzT. BRCS. HGT. ■ I II II A . REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 12 5 8'-8" ERG. PGT. 45 II II �. ------------ RIGHT ELEVATION SCALE: 1/4 = I'-O' TEXTURED FINISH 0'-0 FIN: FLR. DEC®. DETAIL A SCALE: 1'-0' MODEL 1756-EASTHAM 'YP. O'FIN. FLR. AREA OF ATTIC = 2503 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2503 /300 = 8.34 SQ. FT. 8.34 = 1201.44 SQ. IN. MIN. REQUIRED VENTILATION IN = .4X 120L44 UPPER PORTION OF ATTIC = 480.576 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PERVENT(net free area) TOTAL#OF VENTS REQUIRED = 3.48 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ, IN. PER LINEAR FT (netfree area) LINEAR FEETOF SOFFIT REQUIREC 68.65 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLOMDA 3290' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #69 f PROJECT# � 04321.200 069R1 :ODEL• 1756 "EASTHAM" ARAGE SWING: LEFT ELEVATION "A" E 160 MPH EXP. C ARCHITECT' STATE QF FLOWDA l OCT 1 i 109 MICHAEL C..° -dN SONI AR 17 �nffa F1NT1017 19 ATE: / /ALE: 1/4"=1' SHEET-mca---- I A2A A s ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET OF OUTLET WIRED T TO SWITCH 110V OUTLET EQUIPEDWASRNDGFI INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER vt4 SWITCH 4-WAY OFi 1—%1 WALL MOUNTED 1F-0 LIGHT CEILING LIGHT O LED CLG LIGHT O VP VAPOR PROOF L IGHT ORECESSED CAN WALL SCONCE PRE -WIRED eVENT. FAN I CFM PER 80. FT. VENT. FAN WAJGHT I CFM PER SO. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) ® FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) 4'X2' FLUORESCENT WRAP LIGHT AROUND A AROUND (SURFACE MNT.) . T FLUORESCENT 4' FLUORESCENT. 4' TRACK LIGHT ® PANEL ' METER O SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE WALL MOUNTED BAIT -BACK-UP 817. SMOKE DETECTOR W/ WARDWIIE ® 5/CO CARBON MONOXIDE SMOKE DETECTOR COMBO BAIT. BACK-UP wr HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WATER HEATER IGNITION SOURCE WH DISCONNECT TO BE ELEVATED A/ AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRED OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION BOX REQUIRED IN TO BE SUPPORTED IN TO BE CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS 8U0H FOR INSPECTION �•� 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 0 48'INCANDESC£NT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD HE P.M. PUSH-BUTTON FOR CHIMES U55 PoRr • LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6T14 EDITION (2011) 4 KEG 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI + ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 GFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (201"1) • LAUNDRY ROOM RECEPTACLE -HALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2111 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2921-1). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER KB.G ENERGY CONSERVATION (RE-IDENTIAL ENERGY EFFICIENCY) 201-16th EDITION R4041 FI CEILING MTD. LIGHT TO L OWNER'S /�, - OWNER'S sE INSTALLED, PROVIDEI _ BATH SUITE J-13OX FOR OPT- FAN WP LANAI L�. GFI I el,'' �)------� PRE -WIRED \t T ` ` CLG FAN PRE -WIRED I ` + CLG FAN `YYY�����JJKK SSSC' S CO QD BEDROOM #3 } BATH #2 t\ PRE -WIRED \\ S. GFI i CLG FAN tu i GREAT ROOM M PRE -WIRED CLG FAN E LA/C k- BEDROOM#2 ® � / irl DINING ' ROOM OUTLET FOR DW PRE -WIRED ICJ `4 (sCFI GFI CLG FAN Q n . 'I 0- FOYER F�- /y(y� LAUNDRY DW SINK / —ff��, . � 44�AFF.� 44�AF.F.�- - �-' WH i / +/ i L L � ' / GFI 'GARAGE + +/.� ui ------ KITCHEN z _/ X WALL MOUNTED DOOR Li Q COND. LIGHT W/ SWITCH BAS REQ. ' / MA IN ATTIC + PER BLDG. �. + CODE �I o tu L L ENTRY + � u \' � + I METER f U J I FIELD z M VERIFY 4 ' LOC. L'I KEYLESS FIXTURE 'Lt_J (CsFU I GF 1 I IRRIGATION GARAGE , NOOK OUTLET A + 48' AFF. l COACH`, LIGHT �'------_� ELECTRICAL PLAN SCALE: 1/4" = P-0' HOOD WIRE W/ OUTLET FOR FUTURE MICRO PASTE PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #2/0 Cu Tl & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL Tl & 1- #6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 M is rowave / Hood 1800 3 4 #12 1 20 Small Appliance I'M 5 6 Space Space # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 IBath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 IFoyer/ Hall 900 13 14 5000 Dryer 30 2 #10 #14 1 1 15 Great Room / Din. Light / Lanai AFCI 900 15 16 914 1 15 Kitchen Lights / Pantry / Drop AFCI 900 17 18 1500 Washer GFI 20 1 #12 914 1 15 Bed #2 / Laundry AFCI 1200 19 20 1000 Garage Door Opener GFI 20 1 #12 #14 1 15 Bed #3 / Bath #2 AFCI 900 21 22 1200 Garage Lts & Recepts. GFI 20 1 #12 Space 23 24 900 Owner Bedroom/ SD's AFCI 15 1 #14 Space 25 26 900 Owners Bedroom / W.I.C. AFCI 15 1 #14 Space 27 28 1200 Exterior Lts & Recepts. GFI 20 1 #12 Space 29 30 Space Space 31 32 Space Space 33 34 Space Space 35 Space Space 37 r_4 Space #6 _ 60 A!C AHU-1 10 KVA at 65% 9600 39 4400 N.C. A/C C.U-1 40 1 #8eater 41 Load subject to demand factor calculations ! line 23400 26800 ILoad subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULTCIRCIJIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 50200 First 10000 watts at 100% 10000 Remaining watts at 400k 16080 Total A/C load 101% for future growth 1608 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD PASTE Total Connected Load Vvatts Total Amps (Watts/ 240 volts) 27688 115.4 /----------� f— o0 0 I L L I I I I i 1'-6' 3'-0° 1'- \�-----------// LED LIGHTING @ DBL. LAV. OWNER'S BATH 150 A" IF ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ibtH EDITION (2011I. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE, PROVIDE 3 "1 COPPER (CU) IN I -In" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I- 1 I � I I = C I _ L o I LED LIGHTING @ SINGLE LAV. BATH PROVIDE 302/0 CU, THWN + 1% CU IN 2- CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2- CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I MLO MSE ENEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIIi INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EmIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBGR 6tH EDITION (201� 5/8" DIA X & FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA W 114 W W 0 yF R A N6 O x ti SUBDIV. 8a LOT: CREEKSIDE LOT #69 PROJECT* 04321.200 069R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 60 MPH EXP. C ARCHFECT: STATE OF FLORIDA 4"v%_X OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 `�&&Na 17 DATE: 10 19 / SCALE: 1/4"=1'-0" 1 SHEET E I 0 IMBING RISER DIAGRAM 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W v W 0 F V h W A F A E4 ti SVBDIV. & LOT: CREEKSIDE LOT #69 PROJECT* 04321.200 069R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 60 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA w `oar 1 r MICLAR C. ANDERSON NO 17305 PRINT DATE- 101719 / / SCALE: 1/4"=1'-0" SHEET f; t� il § iaa 6 Y vall 5k mmLmLj=mLmoW SUBDIV. 8c LOT: CREEKSIDE LOT #69 PROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: HVAC PLAN C160 MPH EXP. C r DATE: 10 17 19 SCALE: 1/4"=1' - 0" SHEET mI PER FLR PLAN qr 1/2' Cl-G. 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL s 32' O.C. MAX 0'-0. FIN. FLR 2X4 TOP PLATE PRE -FAB TRUSS 2X4 WOOD STUDS 624 O.c. SLAB NOTE. STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Igo" O.C. OR, NOT LE55 THAN 2x�o, WHERE SPACED NOT MORE THAN 24" O.G- TYP. INT. WALL (NON —BRIG. SCALE: 3/4' = I' -O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RT105.1.1 ON I.' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 5/8' GYPSUM Bc OR 1/2' HIGH STRENGTH CLG. BOARD 5" DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (1)- *5 (2) COURSE DO NO'i CUT THE BOND BEAM REBARS 2aPIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" PRE-ENG TRUSS \—SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE OLPER ELEVATION 2x FASCIA PER TYP r ELEvI IONS o.N. R-4.1 INSULATION � VENTED SOFFIT WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS rk REFERENCE STRUCTURAL Ix2 P-T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLAND I OR CMU CEMENT PLASTER APPLIED { 1/2' GYP. WL. BD.� DIRECTLY TO MASONRY k WOOD BASE 0'-0' FIN- FLR � - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R'505.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS 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 WIND W/ OW OPENING ru-� TYP. WALL SECTION NO OPENING NOTE: PER SECTION 305.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LATER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM 1:)226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6�57 \ CAULK AND SEAL `a" LI E I;• PvG SLEEVE FJR GAS LINE a' cm 12, GYP. LLL. BD. MAW 2B GAS LINE THRU BLOCK D1 SCALE, Ia'•I'-0' FIB LASS SHINGLES OVER 030 LT PAPER OR SYNTH IC PRODUCT, INSTALLED R SECTION R505.1.1 �' O.S.B. SHEATHING O ' CDX PLYWOOD SECURE PER FASTENER SCHE E MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 GOAT—L- — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 7 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C GALV. STEEL L_ TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV.STEEL APPROVAL REa VERTICAL TRACK BY MAUF. FASTENED TO F TRACK BRACKETS W/ PRODUCT APPROVAL REQ. a' CMnU SEE OMCTURAL FOR REINFORCEMENT 7xb P.T. UAL ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REOL SEALANT BACKER ROD WEATHER STRIP MOULOIW4 ALL AROUND (BY DOOR MANUF.) BY 3 ) GARAGE DOOR JAMBS D1 J SCALE: 11/2"=1'-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ PER STRUCTURAL AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE -ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR - INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' — v\ HIGH STRENGTH CLG. BOARD 0'-0" FIN. FLR.,. 8' CMU R-4.1 INSULATION WINDOW ATTACHP STRIPS 2 1/2, GYP. W� 7B, FIBERGLASS SHINGLES OVER •30 FELT PAP OR SYNTHETIC PRODU , INSTALLED PER CTION R905.1.1 ON S.B. SHEATHING CDX PLYWOOD ECURED PER FASTEN SCHEDULE TYP. MTL. RIP EDGE O.N. 2 ASCIA PER EVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS -= WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR A W WINDOW PENING B TYP. WALL SECTION NO OP NG �1—STORY GABLE BLOCK WALL 5GALE: 3/4' = I' -O' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 011111 F W 03 w U w F rn W 4 F Q ti sT-TBDIV. 8e LOT: CREEKSIDE LOT #69 PROJECT* 04321.200 069RI MODEL: 1756 "EASTHAM"WI GARAGE SNG: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA autl--� OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: 10 17 19 SCALE: 1/4"=1'-0" SHEET j SECURE 2x6 MIN_ TO BLK W/ (2)YJ'X8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR Hp IN JOINTS PRIOR TO FILLIyt3,. SECURE 2x4 ON y FLAT TO BLK W/ CUT NAILS. SIDES: 2X(p GARAGE DOOR BUCK W/ (5) )4'XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XI6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 F'T BLOCK • CENTER OF DOOR HEADER W/(I))i'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'A' WASHER AND NUT. MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 8' CMU Y2' DRYWALL 1'X4" OR I'X2' P.T. NAILER ix4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 ❑ EXTEND 1-Y4' INTO BLOCK W3/ / /16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.TS. 2X4: SECURE TO BLOCK W/6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X(o:® SECURE TO BLOCK W/2-)(6' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') — WITPIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 8' CMU All DRYWALL 2X8: cmU I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3/(6' DOOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4') ATTACH t0 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ WW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X loll O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL 34e, TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 all CMU MIN. EMBEDMENT I Y49' DRYWALL WITHIN 8' OF EACH END 4 18' O.C_ MAX SPACING. 1'X4' OR VX2' P.T. NAILER 2X8: ® ❑ �/ SECURE TO BLOCK W/2-W6' X6' OS.B. X 4' MIN. TAPCON5 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16° _ C SCALE: N.TS. 2X4:® SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6tm SECURE TO BLOCK U'/2-Wip TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X8cm SECURE TO BLOCK W/2-3/(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH` NON-STRUCTURAL TAPCON MIN. I-Y4' EMBEDMENT INTO BLOCK 8' CMU ❑ V DRYWALL I'X4' OR I`X2' P.T. NAILER rDOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1 4" WINDOW TO BLOCK +2 1 4" D SCALE: N.TS. 2X4= 3� SECURE TO BLOCK W/ r,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41) WITHIN S OF EACH END NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH! SECURE TO BLOCK W/2 -%'NON -STRUCTURAL 3X6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE _145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4') - ' DRYWALL WITHIN 8' OF EACH END 4 1' 18' O.C. MAX SPACING. X4' OR I'X2' P.T. NAILER ❑ 2X8� SECURE TO BLOCK W/2-3(6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: S41M Alb NEEDED TO PLUMB JAMB (PO NOT ExDEEP V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E SCALE: N.TS. 2X4m SECURE TO BLOCK W/ 3/(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:® NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-3/(6 NON-STRUCTURAL 3/(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-4" .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 J5 DRYWALL 15' O.G. MAX SPAGING. 2X8:® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2--v-' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW IS' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +T r v1 WINDOW TO BLOCK +3' SCALE: N.TS. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8" CMU WITHIN 8' OF EACH END 4 J4' DRYWALL 15, O.G. MAX SPACING. ❑ I'X4' OR I'X2" P.T. NAILER 2X8cE= SECURE TO BLOCK W/1-1/4' z(6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NaM: BNRT A6 NEEDEP TO PLUMB JAM = NOT EXCEED A-) DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X SECURED THROUGH SECURE URE TO BLOCK W/I-I/4 , NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 J�' DRYWALL 18, O.G. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOORJAMB TO BLOCK +3 3/4" 6l WINDOW it TO BLOCK +3 3/4" SCALE: N.T.S. 551 S. APOLLO 6LVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W V W yF R U h W A F A SUBDIV. 8e LOT: CREEKSIDE LOT #69 PROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 r,cc+ar i 10 17 19 DATE: / / SCALE: 1 /4"=1' — 0" SHEET �2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT �� -- -- COAT CEMENT PLASTER FLANGE OF CONTROL JOINTS T BE WIRED TIED TO LATH • 9' WRB LAYER 02, FORTIFIBER O.C. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %- LEG MAY BE USED TO TEMP. FASTENED 61' (VERT.) O.C. MAX SECURE CONTROL JOINT 1�,[ AT SUPPORTS DURING INSTALLATION U1RB LAYER "1, FASTENERS TO BE SPACED STUCCO WRAP a 1' O.C. MAX VERTICALLY WOOD SHEATHING OR 1/16' ZIP SHEATHING 1 SYSTEM AINSTALLED PER I MAyUP. GAP MIN. LATH SHALL NOT BE CO MINNTINUOUS 6' N ® . b MIN e' N. THROUGH CONTROL JOINTS BUT SHALL _ - BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' 1.10.1.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ TO BE NAILS OR STRUCTURAL STUD I. FASTENERS FOR LATH STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 10) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN / NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' s VERTICAL LAPS (ROLL ENDS) # 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHINGS TAPE MIN. LAP a METAL LA-H flC X X X- X X X b" MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTINEIER/ BUILDING PAPER (-2-TAPER LAP SCALE: 1 1/2' =1'-O' LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER 01, STUCCO WRAP NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL LATH & PAPER DETAIL WOOD STUD° NOTE: SHEATHING - SIDE LAPS OF METAL OR T/190 ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER O"M" TYPE CONTROL JOINT THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO — O1. FOLD INWARD • PT. A O1. FOLD INWARD • PT. A 2. CREASE • PT. B 3. CREASE • PT. C NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FA FELT IAJDERLAYMENT/// SHINGLE ROCFW3— DRIP EDGE. OVERLAP 3', EXTEND IR' BELOW SHEATHMG, MECHANICALLY FASTEN 4' OL. MAX O1. FOLD INWARD • PP. A 2. CREASE • PT. B FOLD O1. FOLD INWARD • 11 A 2. CREASE • 15 3. C49BASE 6 PT. C 4. FOLD FT. C OVER i B TILL PT. C TOUCHES BOTTOM FLANGE � KIC KO UT DETAIL ® \/ BOTTOM FLANGE WATER TIGHT SEAL. FOLD, Q.Q NG_i CUT. i' THICK, 3 COAT CEMENT PLASTER (RaAr E), IR' 2 COAT CEMENT PLASTER (CMU) Wi LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER "I, �$TUCCO WRAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP LM A�G2S I Ye' ABOVE SHINGLES 4411P ONLY) B•h F1QAMe OR CMU E>: ERIOR 1 afrinilel I Xt>QFcn . 5x5 WALL FLASHING `YgC o j ° KICK -OUT FLASHMG(80 pETAIL) FASCIA WRAP WATER TIGHT SEAL (BEND OR SOLDIER DO NOT CUT WIRE AT INTERVALS NOT MORE THAN 9' (229-M1.I. AS PER ASTM CI063 1B.L Ni J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP T (INSTALLED PER SPECS-) 6' MIN. LAP A' LAP LA-H 3" LAP e PAPER FOR REPAIR OF TEARS HORIZONTAL LATH IN LAYERS, TE MAY PATCHED ARS & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL i STICK N ROOF CEMENT 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR -WOOD SHEATHING OR CMU "LURE LATER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 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- ) N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE Q WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP M INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP - FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SELF -ADHERING MEMBRANE FLASHING WRB LAYER M, STUCCO WRAP _ WRB LAYER @2, FORTIP15ER BUILDING PAPER METAL LATH b'x&' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE --fir' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEUJRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ L G.V. FINISH (SEE TYP WALL SECTION) SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PER SECTION R703.7 Exterior lam and plastering Exterior u'ae of portland cement plaster shall cornhly with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall corrlply with ASTM C 1063-12A. P I P E i= 1NlI TRAT I OINI D T I L( FfiRA `° E .3;A4 i I � H DRAINAC;E PLANE (WRB r LA*"i 1*1/ STUCCO WRAF) WRB L>4�1'ER #2 (FORTIFIPER 5UILDINC:: PAPER) 1 ITAL LATH STUCCO WOOD 5NEATHINCz OR -I/l6" ZIP SHEATI-IfNCa SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHE51V NOTE: 1 ITAL LATH: LATH TO 5E PAR SECTION R103.1.1 / AeTM C-847-0i 111N. 2.5 L85. PER SO. �rARD (UTILITY' OR N0IVIINAL LATH DOES NOT i"IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W y W U w O F G O h A SLTBDIV. 7 LOT: CREEKSIDE rl LOT69 ROJECT# 04321.200 069R1 ODEL: 1"756 "EASTHAM" GARAGE swiNG: LEFT PAGE: WALL ASSEMBLY, DETAILS 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA omi I OCT 17 2019 MICHAEL C. ANDERSON AR NO T7305 TIDA N//T10 17 19 TE• _ SCALE: 1/4sCALE: l/4" = V�00 ' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES r� it J X1 i i, �r X INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING"s TO 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING ® JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER "I, STUCCO WRAP " X � E400DED VENT x' X' THICK, 3 GOAT CEMENT rLASTER 1-1ETAL LATH U)RB LAYER 02, FORTIFIBER OUILDING PAPER WOOD SHEATHING DRYER VENT FRAME (INSTALLED PER MANUF. SPEGS-) OR WOOD SHEATHING WRB LAYER fl, STUCCO WRAP WRB LAYER "2, FORTIFSER BUILDING PAPER WOOD C:ONSTUCTION \ I IT I `METAL LATH 8' GMU VINYL CASING BEAD 6' RAISED BAND Ye' TO )J' MID -WALL WEEP SCREED W �— V WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRS LAYER #1, 5TUGGO WRAP) WRB LAYER #2 (FORTH=IBER BUILDING PAPER) METAL LATH STUCCO X—X—X—X WOOF.) SHEATHING OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 6PEC5.) 5ELF-ADHE5IVE 1=LA5HING NOTE- METAL LATH: LATH TO BE PER 5EGTION R103.1.1 / ASTt 1 G-54-1-09, MIN. 2.5 L85_ PER 5a. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPEGIr-IGATION5) STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYi=R VENT CAP (SET N CONT. SEALANT) SEALANT* TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F PIPE THROUGH WALL i 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER / UNDER 'QUICK FLASH' NOTE: �/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC- METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK— ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD :IFY' LOCATION UOOD CONSTRUCTION T/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANLIF. SPECS.) OR WOOD SHEATHING JJRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIRBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ya" TO Ya" MID —WALL .UEEP 5CREED 5ELF—ADHESIVE FLASHING WOOD FRAHED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAM NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURER.03 INSTALLATION PROCEDURES 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE—POLYBLEND FOAM AT L•TI I�=II -)R 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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "1, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STET #1 5T F #3 . O.O.O.O •o o. O • . O •o O• 0 . . O . O o • O. .O 0 0. ,. ., O O• O •O.O•p . 0.0.0.0 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 's WRE, LAYER 02, FORTIF15ER 4 BUILDING PAPER METAL LATH WOOD '1/8' TEXTURED CONSTRUCTION �NNISH • WOOD jf FASTEN TO WOOD STRUCTURAL MEMBER o 1' O.G. MAX V CMU ' Y®' TO )j' MID -WALL u1EFP SCREED � um 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING —1=777-- TEXTURED FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE Str MANUFACTURERS INSTALLATION PROCEDURES WRE3 LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING: MEMBRANE FLASHING APPLY SELF -ADHERING: MEMBRANE FLASHING: OVER BOX AND OVER APPROVED WRB LAYER "1 APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING: FLASHING: OVER APROVED HOUSEWRAP A X x STEP WRB LAYER *1, °' STUCCO WRAP SELF -ADHERING: MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 6T F #4 ELASTOMERIC COATINGS OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 57EP #G OELECTRICAL RECEPTACLE 5515. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com E AA #: 0003325 SUBDIV. 8e LOT: CREEKSIDE LOT #69 PROJECT# 04321.200 069R1 2AODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHFf ECT- STATE OF FLORIDA OCT 17 2019 MICE P rizi i AK�-: "n ; s AR NO 17305 J 19 10 17 ;1iNT SATE: / / SCALE: 1 /4" =1' — 0" 1 T A T EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER 01, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER 01 WOOD WRB LAYER "2, FORTIFIBER FINISH LAYER (2 LAYER METAL DRIP EDGE BARRIER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS PEEL t STICK) __,_ ` SET IN FULL BED OF , Y4' HAT CHANNEL ' THICK, 3 COAT CEMENT WEATHER RESISTIVE Co' PEEL E SEALANT, A' MIN. � 6 SAP. WA/s' TYPE 'X' DRYWALL STICK o DRIP FACE t0 TREX 11{s'x3' 'L' FLASHING PLASTER BARRIER 61 � SPACE FROM DRIP � PEEL t STICK 6' SAF. 6 TOP OF WEEP SCREED WEATHER RESISTIVE �\ TO SHEATHING BEHIND WEEP SCREED BARRIER r2 EDGE t0 ' THICK, 3 COAT CEMENT DECK •---_•••••••--------• , ,5 IN ROOF CEMENT 4' POSITIVE DRAIN PLASTER V RIES 11�' X 3' 26 GA. GALV. WOOD SHEATHING WEEP SCREED i METAL LATH ! yROp P FOR BACKER T METAL IN DRIPBEDGOF WRB LAYER 01,FULL STUCCO WRAP ` WOOD SHEATHING 1 X2'XI Y4' P.T. OR SIMULATED ya GAP FOR BACKER SEALANT, ' MIN. � ` WOOD (TREX) FILLER, ROD < SEALANT %� VINYL CASING BEAD SPACE FROM DRIP THICK 3 COAT CEMENT �` CONTINUOUS \ i FACE TO TREX WEATHER RESISTIVE PLASTER �\ 6' SELF-ADHEREING WATER ROOFING let WEATHER RESISTIVE VINYL CASING BEAD BARRIER 01 AM66- WC-l8sa CUSTOM ASIN A FLASHING WRAPPED BARRIER 01 EXTERIOR GRADE LAYER (2 LAYER PEEL WEATHER RESISTIVE ®'TOP OF WEEP SCREED WEATHER RESISTIVE WATER ROOFING lot • �� DRY WALL BALCONY TO M BARRIER 02 TO SHEATHING BELOW ,,, �� f BARRIER "2 LAYER (2 LAYER PEEL r- EXTERIOR COLUMN ' WRB LAYER "I, �' THICK, 3 COAT CEMENT CANTILEVER + "r" 'FORS °1°' :STICK) \ ,w COLUMN SHEATHING 4' POSITIVE DRAIN i ;x \ STUCCO WRAP WEEP SCREED PLASTER 6' PEEL :STICK ® } DECK MEMBRANE, VINYL COINER BEAD EXTEND OVER DRIP DRIP EDGE TO DECK \ 6' SAP. ��' >N`y'• i I ` WRB LAYER "2, FORTIFIBER _ VINYL CASING BEAD SUB FLOOR EDGE PEEL d STICK 1 NO GAP IN FIELD \ J(s'x3' 'L' FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® 3 X 3 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN ---- '---- ---- nl i SEPARATE ACCESSORIES ONLY) , METAL DRIP EDGE I IA ROOF CEMENT - SET IN FULL BED OF 6' SELF-ADHEREING 1 Xl 3/a P.T. OR SIMULATED n METAL DRIP EDGELV. ! SEALANT, MIN. X1 P.T. OR SIMULATED FLASHING WRAPPED WRB LAYER9, WOOD (TREX) FILLER, SPACE FROM DRIP i SET IN FULL BED OF STUCCO WRAP � � m CORNER OF CANTILEVER � , FACE TO TREX 4' POSITIVE DRAIN CONTINUOUS WOOD (TREX)FILLER, SEALANT,V MIN. AMIGO AM66-WFWC-180 \� I 21I ; WEEP SCREED v4' GAP FOR BACKER VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP CUSTOM CASING BEAD \w - ROD t SEALANT WATER PROOFING let Ya' GAP FOR SEALANT FACE TO TREX _ FINISH LAYER C2 LAYER LAYER (2 LAYER PEEL < OPT. BACKER ROD. VINYL CASING BEAD -� PEEL E STICK) STICK) WRAPPED FROM WATER PROOFING let CANTILEVER DRIP 3/4 RESILIENT BALCONY DECK TO MODIFIED 90 LAYER (2 LAYER PEEL < NO GAP IN FIELD O HAT CHANNEL � CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: VINYL CASING BEAD �' THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) PLASTER CANTILEVER IF zIP SHEATHING SYSTEM IS EDGE VINYL CASING BEAD CASING BEAD INSTALLED, PLEASE SEE METAL LATH �' THICK 3 COAT CEMENT MANUFACTURERS 5/8' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER 10 A DTL. @ CANT. WEATHER RESISTIVE INSTALLATION PROCEDURES W/TEXTURED E PAINTED BARRIER "I 5/8' TYPE 'X' DRYWALL METAL LATH II A SCALE: 11/2'=I'-(d' FINISH W/TEXTURED t PAINTED WEATHER RESISTIVE WOOD SHEATHING FINISH P THICK, 3 GOAT CEMENT BARVRIER RIVE DRAIN 4' POSITIVE DRAIN PLASTER � THICK, 3 COAT CEMENT DRAINACzE i='LANE (UWB VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED NOTE NO GAP IN FIELD LA`i ER #I .STUCCO WRAiz)) VINYL CASING BEAD NO GAP IN FIELD— VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1 IETAL LATH: LATH TO F3F F'ER SECT ION (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R703.1.1 / A571 C-847 -09, 1 I IN- 2-E5 L5S- u%fR5 LA, ER *2 (FORTIFI5ER — — — — — SEPARATE ACCESSORIES ONLY) F�ER SCE. 1�,4RD CUTILIT�' OR NOMINAL EDGE PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION @ COLUMN LATH DOES NOT t-IEET 5F'ECIFICATION5) METAL LATI 4 x x x x W "L" FLASHING) SCALE: NTS NOTE: WOOD CON5TRUCTION STUCCO WOOD SHEATHIING IF ZIP SHEATHING 5TEM IS NOTE - IF INSTALLED, P EASE SEE IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE 1"fSTALLATI RS WEATHER RESISTIVE WRB LAYER 01, , MANUFACTURERS INStALLATf PRocEDUREs BARRIER IUOOD SI-4EATNINCx 2x FRAMING MEMBER RESILIENT WEATHER RESISTIVE OR 1116' ZIP SHEATHING SYSTEM STUCCO WRAP x' INSTALLATION PROCEDURES 3/4 3/4 CHANNEL BARRIER(INSTALLED PER MANUF. SPECS.) 8" THICK, 3 GOAT CEMENT HAT WOOD SHEATHING SELF-ADI 4ESIVE FLASHING PLASTER WRB LAYER +'2, FORTIFIBER VINYL CASING BEAD j: THICK, 3 COAT CEMENT BUILDING PAPER CORNER BEAD i WRB LAYER I, PLASTER 2 1 /2 " '- x I r 5/8' TYPE 'X' DRYWALL METAL LATH FASTENED TO SHEATHING W/TEXTURED < PAINTED WOOD SHEATHING - " METAL LATH , ' STUCCO WRAP FINISH W O ZIP E ATH I SYSTEM O.C. MAX. ' X—X —X—X—X=X-••--X, (INSTALLED PER MAN,F. SPECS) k _x THICK 3 COAT CEMENT (2J 2x12 HEADER THICK, 3 GOAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER 1 N PLASTER , ; BUILDING PAPER WRB LAYER *11, ro "SELF -ADHERING VINYL CORNER BEADjw- 4' POSITIVE DRAIN x - , METAL LATH STUCCO WRAP FLASHING WEEP SCREED I i (EXPLODED° THICK, 3 COAT CEMENT VINYL CASING BEAD IN FIELD WOOD SHEATHING (SHOWN FOR CLARIFICATION OF } IEW FOR PLASTER SEPARATE ACCESSORIES ONLY) I METAL LATH DRIP CAP I I CLARITY) 11D DRIP EDGE WRB LAYER 02, FOfRTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE WRB LAYER 01, NOTE: A CORNER BEAD FRAME - WEATHER WRAP IF ZIP SHEATHING SYSTEM IS WOOD GONStRUGITON L Q INSTALLED, PLEASE SEE 2 I/2 \` ; MANUFACTURERS INSTALLATION PROCEDURES WEATHER RESISTIVE WRB LAYER 02, FORTIFIBER BARRIER *1 � CORNER BEAD BUILDING PAPER iC WEATHER RESISTIVE I : - (FASTENER 4 SPACING w -1" O.G.) BARRIER 02 ' METAL LATH VINYL CASING BEAD �' THICK, 3 GOAT CEMENT c� j PLASTER �' THICK, 3 GOAT CEMENT , ; 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER W�TEXFINISHTURED < PAINTED QQ,�.iH A�{ sYsren 6 "SELF -ADHERING " ' " 1 LLF. SPECS.) - J' THICK, 3 GOAT CEMENT `�" GMU FLASHING PILASTER VINYL CORP. 4' %' THICK, 3 COAT CEMENT CP DRIP A " VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED T WEEP SCREED DIRECTLY TO 1"IASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD 0'eO B ]L, O C ]K 15 B CASING BEAD C WINDOW 11EDRIP EDGE INSTALLATION FRAME, NO BAND 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W w v W 0 F U In 4 F A 4 SLTBDIV. 8e LOT: CREEKSIDE LOT #69 PROJECT* 04321.200 069R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 1917 DATE- 10 / / SCALE: 1/4"=1'-0" SHEET WA3 i -- 2x& SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE I` -1/0" TEXTURED I FINISH 6 WOOD I �� 1/2" TEXTURED 11 1 FINISH .8 GMU METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM \ WOOD WALL \N. EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY TT I METAL FASCIA WRAP 2X6 SU5 BAND cOf=L=aN e ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 11/8" TEXTURED FINISH 6 / WOOD, 1/2" TEXTURED / FINISH w CMU / 2x6 5U15-15AND W/1"x4" NOTCH Q END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) WR5 LAYER 02, FORTIFI5ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE., IF ZIP SHEATHING PLEASE SEE 1" 1A1 PROCEDURES PRE-ENG'D TRUSS TO BE CUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SUB BAND DETAIL (E WALL SUB BAND DETAIL @) WALL W /KICK -OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT is ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING 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/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOF EDGE OMITTED FOfR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w y w U w 0 F a A SUBDIV. 8e LOT: CREEKSIDE LOT #69 PROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHrTECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON 11� AR NO 17305 =moJ ricaav A 1917 DATE: 10 / % SCALE: 1/4"=1"-0" SHEET A6 FOUNDATION NOTES ' v- 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR 30-8" 9'-4" COMPACTING REQUIREMENTS. 14'-0" 12'-0" 4'-8" 8' 0" 4" 2. TOP OF FINISHED SLAB SHALL BE+-G-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. 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 1 SERVICES. 1.1 F1-24X24 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. n I, n n n . n� 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL VF� — — FM-12X18 FM-12x12 — — DRAWINGS. 3 1 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 1.1 I 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE m �o WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS C?r L- a (' AND WITH THE MANUFACTURES SPECIFICATIONS. ~ N I 4" CONC. 0 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.01 SLAB a Ir 0 11.NDICATED #5 BAR, E7INDICATES #6 BAR,■INDICATES#7 BAR VERTICAL �J N �. LL °D REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF FEINF. BARS SHALL BE r I bo HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 c: HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. q h 1'-8" 6•_2 1 _g^ 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = to ( 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. r 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL Pv; n n REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS _SOIL FM-12X18 BEEN DELETED UNLESS NOTED OTHERWISE, 1 END 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS 1.1 SLAB 1 1/2" <r OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: 0101, TOP OF I A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION SLAB 20 I 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: Pm = 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' a OF SLAB SUPPORTED co I I 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. J N I INSPECTOR NOTE: I� 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL, BUILDING LL _ q CODE, RESIDENTIAL, 6th EDITION n I 1 in r °P 1.1 SLAB _... _. - SLAB 1 1/2' ' L FM-12X18 10 0101, ti I TO OF 1 15r co ( co SLAB I 1 8 3'-4" 1' 8" I r LL 4" CONC. d ¢ SLAB 3' 6" g„ 7T ao o d 3 1!2 �X FM:,22 Ir L _ OD rG N co u- w N I a r 1 2 p I 1.1 1.1 �o in cv it 2 Ii i 1.1 •�,�� 1 J,> I FMC-12X18 FM-12X18 FMC_12X18 FM-12X18 o 1 (V 3'-0" 1'.1 1.1 2'-0„ 16'-01, 2 0°z 3'-8 6-0„ 3'-8 20'-0" 6 8" 13'-4" SLAB SCHEDULE - SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION,, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 181, (2) #5's FM-12x12 12" CONTINUOUS 12" (2) #5's (+)0" 0" TE_1 8„ SEE PLAN 8" (1) #5's ( j0„ 0„ FMC-12z18 12" CONTINUOUS 18" - (2) #5's VARIES F-2424 24" 24"' 12" (2) #51s (2) #5's O0'-0" F1-24x24" 24" 24" 1 12" (2) #5's (2) #5's (_)0'-4" SECURE STRAP TO A/C 51MPSON WB GONG. W/ UNIT ROLL STRAP OR EQUAL a TAP-coNs TAP -CONS ::( EACH CORNER OF UNIT CONC. SECURE STRAP TO SLAB UNITS W/ (2) "8x1 1/4 5HT MTL 5CREW5 A/C CONNECTION TO PAD DETAII, 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 3290 PH: 321-802-3591 www.abdesigngrpup.com AA #: 0003325 .:m;IMN EM10 "V a ,r tl � a �I i 53 a 4� 11 e" sm- ,n �i SLBDI� CREEKSIDEa: F: LOT #69 ROJECT# 04321.200 069R1 :MODEL: 1756 L J3 JJ `I EASTHAM AGE S4�VII�TG:f LEFT PAGE: I� FOUNDATI01A fl: PLAN�� 160 M P F1 EXP. C I :. �- ARCHfTECT= STATE OF FLORIDA - U-1 MICHAEL C. ANDERSON AR NO 17305 T PRlNT . DATE: 10/17/19 SCALE: 1/4"=1'-O" �G s l S Z tj STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o Q_ SPACING REQUIREMENTS i w m U co m Z_ 8" CMU WALL I Oo + 0 -0„ TOP OF SLAB B CHEDULE SEE SLA EXT POACH SLAB 4" CHAMFER (1-STORY) W/ 1/2"ISOLATION L 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE g FOR WxD, BAR SIZE N AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42„ 1 EXTERIOR MONO -FOOTING SCALE: 3/4"=1' 0" ` 2" CAPPED GALVANIZED PIPE W/FLANGE,C> BASE COO SECURE FLANGE TO SLAB W/(4) 1/411 X21/4" TAPCONS BOLLARD SCALE: 3/4"=V-0" Izd LAP' P PLATE A MIN. OF 48" F, AND N L W/ 16d COMMON NAILS, 2- OWS, 4" O/CBTM.. LAP TO OC R OVER STUD `I 2x4 OR 2x6 WOO BEARING - WALL W/ SYP No 2 LIDS SEE PLANS FOR SPACIN INGLE BTM. PLATE TO BE PT: PROVIDE DBL. TOP PLAT TOP OF SLAB r: VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SEC E BT. P E TO S Od SONRY NAIL 1 C GERED. "'ADD L METAL O TORS NOT RED WHEN NO FT IS PRESENT. / SEE SLAB SCHEDULE 9\\% 11 SEE SCHEDULE FOR WxD, BAR SIZE �a %D BAR QUANTITY INTE OR FOUNDATION OD WALL rl 9 SCALE`.3/4„=,-0" (NO LIFT) r� t Z STEEL REINFORCING IN GROUTED ' CELL SEE PLAN FOR SIZE AND o >_ I SPACING REQUIREMENTS a~ w m LJ 00 _U d J ¢ O m 8" CMU WALL - Z m io - +- 0,-0" TOP OF SLAB x it VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE •' SEE SCHEDULE APPLICABLE) z FOR WxD, BAR SIZE' AND BAR QUANTITY i\I MONO -FOOTING 2 )EXTERIOR SCALE: 3/4"=V-0" GARAGE Lu 01 LLI J j m NEW REINF. BAR SECURED W/2-PART IL o 1 EPDXY. MIN, EMBED J Q I 8", UNO 0 FOLLOW ALL MANE 2 pt SPECIFICATIONS FOR = m USE AND ( 00 4„ 4„ PREPARATION OF (D HOLE. Lu J r�i O� - Q 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO 6 MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" x STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z I O ,I m mw W _j ©� 8" CMU WALL TOP OF SLAB SEE SLAB SCHEDULE Z Z - "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND co i -i •-, POURED MONOLITHICALLY WITH - - - FOUNDATION AND SLAB SEE SCHEDULE • • FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING ANOCOL. PAD 1 0 SCALE. 3/4"=V-0" 30.1 MIN. EACH WAY MONOLITHIC FOOTING ,r 6. r FM— CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH „I WAY AT ALL CHANGES IN DIRECTIONS - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" - ND NAIL W/ 16d COMMON ILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LA O OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x OOD BEARING PROVIDE BLOCKI WALL W/ SY No 2 STUDS SE LANS FOR g BT. P TE TO SLAB W/ SPACING. SINGLE M. PLATE 1 9 E E ANCHOR W/ 2" O BE PT. PROVIDE L. TOP A ET IN HIGH STRENGTH FLATE -1/2" EMBED. MIN. @a 16" OC LISPSPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3 c[ SEE SLAB SCHEDULE m a TOP OF SLAB v I EQ. EQ. SEE%QUAITY FOR AND BTERIOR CURB FOUNDATION WLL SCALE:3/4"=V-0" (W/ UPLI Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o } SPACING REQUIREMENTS mw _U V J a m CO _ z 8" CMU WALL O co 0 c) " SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (f-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z MATCH STEEL REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING r SEE SCHEDULE FOR WxD BAR SIZE Zu Q J J � CO 0 Lu Lu w= U)U CO RECESS AROUND GARAG- E DOOR OPENING LAP TOP PLATE A MIN. OF 48 AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE TOP OF SLAB 07 w 3/4"=T 0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/1 Od MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. -SEE SLAB SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE Al.— BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=V-0" (NO UPLIFT) +- 0'_0;' TOP OF SLAB d LL! 9 d O ih 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE AND BAR QUANTITY PVC CHASE aTHRU FOOTING SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" FOR NRY SET EV: 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 3290: PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 Eagn�a.+�aas:s-a.��r � ml FI L it u ca � C' I4 i s g I�I r� " ? "F rX f� IF T0- DIV. CREEKSIDE LOT #69 PROJECT# 04321.200 069R1 MO DEIZ rv� 1756 "EASTHAM" C;A,,7AAGE SWING: LEFT GE: ,-- 2; „ DETAILS ;, A k1, �4,PITE s ARCHITECT. a 1 STATE OF FLOFUDA ry 3 _ OCT t i ^201w n ° N ,liC:IHAEL C. ANDERSM AR NO 17305 tRNT €, DATE• 1 I 1C1 19 / / mac, ALE:1/4"=1'-0„ SHEET s I I A e o10i 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W V W ul F U cn W 4 F A a stmDIV. 8e LOT: CREEKSIDE LOT #69 PROJECT 04321.200 069R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE- / / SCALE: 1/4"=1'-0" SHEET o I B s. A i 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 G CREEKSIDE' LOT #69 ROJECT* 04321.200 069R1 n NIODET. 1756 e' "EASTHAM" j 0AIRAGE SWING." LEFT n x PAGE: �y Y? DOWEL us PLAN F 00 MPH EXP.0 ARCHITECT: STATE OF FLORIDA - 4 f DST 17 2019 z MICHAEL C. PRENT `SATE• SCALE: 1%4"=1'-Q" EET TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARI PER ELEV. TO HORIZONTAL z REBAR W/ 10" HOOK a GROUTED BOND BEAM N VARIES PER ELEV. r ,y r II a a r < � ': Q 1 d a o o #5 BARS 1 m m ti7 u ED I o 10" HOOK co ' o 40 - o Z kY <( Z N e.. — CLEAN OUT REQUIRED ' —. O FOR INSPECTION m Q co 1 co # is m - O ED v 1 '-0'' co 0'-0" FIN. FLR. O TIE VERTICAL REBAR TO HORIZONTAL R EBAR W/ 10- HOOK 14 ;i� e Z_ Q M CJ CMU UNIT DIMENSIONS 1 ARE NOMINAL SIZES XI << v7oi;z'*00�0 MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" SALE3/4"=1'-0" SCALE: 3/4"=1'-0" I_ I 1: r Ifi L hi 3 OF ET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL 1 REINFORCING 2 REINFORCING BAR SIZE 48 BAR DIA.. #3 18" #4 24" #5 30" #6 36" #7 42" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 '42" f I"g I�ryIr a� 7 551 S. APOLLO BLVD., SUITE 202 IVIELBOURNE, FLORIDA3290' PH: 321-802-3591 www.abdesigngroup.com u� AA #: 0003325 rl p i c, f � a C� "I i � q g c B 1; 4; E c USDIV. "& LOT. ,, %1 CREEKSIDE` LOT #69 g PROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" PIAGE SWING - LEFT PAGE: r� DETAILS 4., E L'1[60 MPH EXP. C ARCHITECT. - STATE OF FLORIDA ?. e Off 1 y 2111� C. ANDgpE�RSON h'"eK"d 3'8dJ 17305 ' `vtI 10 17 19 'SATE: // SCALE: 1 /4"=1' — 0" SKEET _. �.. a�.. o> 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. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2' HDG 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 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 HAVER" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. - 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDERACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRRM 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 PC (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTMj TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID "CAST SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *wa -4mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6u6 8F8 DB 8F12-08 BF16.06 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-1B BF12-1B BF16-113 BFZO-18 8F24-7B 8F28-113 SF32-113 T-6" (42") PRECAST 211 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 111394 11BO9 4'-0" (48") PRECAST 1966 2561 2751 3820 4690 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4' 6" (54") PRECAST 1$99 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113. 7547 M 8612 10294 11809 5'4 (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3 990 5365 75471m 734271% 873305 101271iq 5-10" (70") PRECAST 1062 1105 1173 1631 2090 250 3009 3470 1451 2622 4360 7168 6036(1o7 7181o) 83281m, 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 MO 1D39437, 882504) T-6° PRECAST (�"). T43 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3B98 5681 8467(4) 647265) I.a 9'4" (112")PRECAST 554 699 1180 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705w) 6390(47, 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3M3m)l 4754145) 1T4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 682 945. 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 1 873 1254 1684 2193 2605 3552 540 1 873 1254 1684 2193 2805 3552. 13'4" (16D") PRECAST 296 471 755 1075 1428 1638 2376 2883 471 755 1075 1428 1838 2316 2803 14'-0" (168°) PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'$" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 1 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2D47 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 75D 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R: NR NR NR NR NR NR NR 18o a4o 590 1 845 1114 1359 1468 27-0" (264") PRESTRESSED N.R. NR NR NR I NR NR NR, NR 665 315 550 1 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR I NR' NR NR NR 129 250 450 654 884 1092 7222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFAOT'URES SPECIFICATIONS 1 2.1 r r r r r r . r r r r r r r r rr' 4�rrra r. r r r r r r rrrrr'rr 8F16-1T/OM/OB 8F16.1T/OM/OB r r r r rr r r r .rr 8F16-lT/0M/0B ♦ 1 1 ♦♦ � 1 1 fl 1 ♦2 ♦1 � 0 m 0 1 ♦ 2,1 ♦♦♦ I �1 1 ♦ ,�� � �1 1 ♦ �1 ♦ GT 1 ♦� I' 1 1 I� 1 ♦♦♦ 8F24-lT/OM/OB 1 1 1 ♦�, 1 N ea 4 o Im % f01 to % LL 1 16 1 1 o y� 1 1 � 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 7 1 1 R 1 1 1 I 1 1 to ��♦♦ o CD f of 1 ,�� ♦ ♦ H Ir ♦ ♦ w1 _1 - 1 ♦♦ LL coco 1 ♦ ♦ 1 ,' 1 � ♦ 1 -C_RETE SAFE LOAD TABLES 1 1 1 i� 1 ` - 1 ♦♦ 1 �� 1 1 1 1 SAFE LATERAL LOADS FOR, 8" PRECASTI& PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS 4c~r. SAFE LOAD PLF �wer�w�n SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8UB 8F8 {CMD. TYPE LENGTH 8F8-1T BF12-IT 8F16.1T BF20-1T 8F24.1T 8F8•2T BF12-2T 8F16-2T BF20-2T 8F24-2T 8F28-2T 8F32-2T 1569 2655 3524 4394 5263 6132 7001 3'-6" (42") PRECAST 1025 1024 1598 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 4'4" (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 45TO 5325 6079 1363 2305 3060 3815 4570 5325. 6079 4'-6" (54") PRECAST 592 591 1073 4'-6- (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 - 4043 4711 5379 5'4" (64") PRECAST 411 411 745 5'-4" (64") PRECAST 1016 1715n( 2276,0 2838 3399 3961 4522 1016 1715 2276 2838 3399 3981 4522 909 1567„el 208 ,s, 2593 (9) 3107(6) 3620(4) 4133 (3) V-10" (70") PRECAST 340 339 616 6'4"<(78") PRECAST 507 721 490 7'-6" (90") PRECAST 424 534 363 9'4" (112") PRECAST 326 512 230 1V-6" (126") PRECAST 284 401 180 11'4" (136') PRECAST 260 452 154 12'-0" (144') PRECAST 244 402 137 13'4" (160") PRECAST 217 324 110 14'-0" (168") PRECAST 205 293 10D 14'-8" (176") PRESTRESSED N.R. 284 91 15.4" (184") PRESTRESSED N.R. 259 83 17'4" (208") PRESTRESSED N.R. 194 64 19'4" (232") PRESTRESSED N.R. 148 52 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED ' N.R. 116 40 24'-0" (288") PRESTRESSED N.R. 91 33 SA0" (70') PRECAST 929 1567 2080 2593 3107 3620 4133 6-6" (78") PRECAST 835 12 1407(m) 186 z1 23291s 2790116) 3251(141 3712(12) 835 1407 1868 2329 2790 3251 3712 �'-6" (90") PRECAST 727 231 1065M 1624(31 2025 m) 2426(2" 28271m 3228Im 727 1224 1624 2025 2426 2827 3228 '-4" (112") PRECAST 591 708o) 1136s1 1474s4 1815(34) 2157s4 250034 591 862 1318 1643 19" 2294 2819 0'-6" ',(126") PRECAST 530 575v3 916(33) 11881m 1461 17361,) 2011D3( 530 695 1180 (s) 1472 (4) 1763 (2, 2055 2346 11'4" (138") PRECAST 474 504 a, 80D 1037 1274 1513 1753 , 494 607 104711o) 1372(11) 1643(s) 1915(o) 2187 (5) 12'-0" (144") PRECAST 470 15) 458 (mf 724 (31) 938 m) 11531m4 1369p2) 1585(sz) 470 550 940(,0 1302,5 156011s) 1818m) 2075(,o 13'4"'(16D") PRECAST 418(10 386(,) 607(m, 785p) 964(m) 1143w) 1323pi) 428 460 780 @) 1159(21 14181m) 165319) 1887(17) 14'-0" I(168") PRECAST 3841s 358(zu 580(29) 724 ) 889(m 1054,so) 1220so 410 425 717 (9) 1D63121 1358m) 1582aa 1807 1) 14'-8" (176") PRESTRESSED 239 334 (21) 520129) 672 n) 825, 9, 978 (m) 1131(3o) 246 395 663 9 980 (zo) 4 518 1734 24 15'4" (184") PRESTRESSED 224 313 Lq 486 (m, 627 (29) __1103M 769 M, 911 M, 1054(23) 230 1 368 616 9 908 (m) 1240(2s1 1460M) 1688(m) 1T-0" (20W) PRESTRESSED 187N204 405(m 521 21 638 z 756 873 192. 506 (3) 740 up) 1005(v) 1271 n1) 1473 ,) 1i9'4" (2320) PRESTRESSED 112 348 a5)' 447 m 547 (m) 647 cal 747 (m 166 429 9 623 Ss) 841 (,8 1059po) 1227po) 21'4" (256") PRESTRESSED 142 307 ) 393 as 480Im) 568 (, 655 ram) 142 373 (7) 537 n7) 727 m 905 1048 ,2'-0" (264') PRESTRESSED 295 ¢z1 379 (s) 462 pz 546 (rs) 630 (23) 137 223 358 7 513 (1n 688 z4 883 za 998 (28 24'-0" (288") PRESTRESSED 124 179 (14) 267 (2v 342 RO 416 izr,: 492 R'l 567 (2z) 124 202 319 p( 455 (1"1.. 606 (m1 757 (a) 876 (zD (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDLI9TIONS-FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT ONTIROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION "CCEPTANCE #: 16-0126.03 ' --- ; �♦ 1 1 1 ♦ 8RF22- 1 — — 1 ♦, 1T/OM/OBE 1 1 1 � 1 ♦♦ ,d®. 1 1 1 ♦ 1 1 1 ♦ �♦ 1 1 1 1 ♦ 8F12- 1 1 1 ♦, 1T/OM/OB 1 1ol1 ♦♦ 1 1 1 1 i 1 �I ♦♦ 1 1 GT 1 GT ♦♦ 1 00'0000 1 `` 1 0 1 �� ♦♦ 1 ♦♦ O� B 8F16- ► ��� 1 ' ♦ 1 ♦ 1 T/OM/OB i8F28-lT/0M/0B ♦ 1 ♦AL . °.., . db� ♦ J1 LIFT BEAM PLAN SCALE: 1/4" = V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 E PH: 321-802-359 - www.abdesign�roup.c' m AA #: 0003325 011 r � k �+ �1 Fs1 �i, '1~»:Tv" ma's :1.."� o .1, CREEKSIDE N LOT #69 ROJECT# 04321.200 069R1 MODEL: 1756 EASTRAM" G ;AGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXI-1 ARCHITECT: STATE OF FLORIDA OC7 L 12019� - i� �' ICIERSON .! PRINT DATE: 10 17 19 SCALE:1/4"—l' 0" SHEET ISM 1 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK s � 30" TYPICAL #5 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"=V-0" - SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWERnION L#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK " CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES. THROUGH LINTEL. -E REINF. BAR(S), TROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM Q COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �P 8x8 BOND BEAM • ��` W/ (1) #5 BAR F = FILLED W/ GROUT ,\N��� U = UNFILLED GROUT SOLID FF \O NOMINAL LINTEL TO TOP 0 WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE 16- 1 T/ 1 M/0 B 8x8 PRE -CAST C( NOMINAL �� LENGTH OF BAR Q HEIGHT # OF #5'S, TOP OPENING - 2 BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT It OF #5'S, BOTTOM 8x8 PRE -CAST C( THAT XFXX - 1T/1 M/OB INDICATES;A DOUBLE BOND BEAM' PLACED IN LINTEL LINTEL, W/O STE AND XFXX - 1T/OM/OB INDICATES A SINGLEBOND BEAM TO PLAN FOR LO E �1 �1#5 BOND BOND BEAM 1#5 TYP.8"x16" zo BOND BEAM T 1#5 PRECASTHEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD WINDOW SIZE . MIN EMBEDMENT 1 PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2"=1'-O" SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND.BEAM / RAI STEEL REINF. OF BOND. BEAM PROVIDE F AT EACH SID OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM 1/4") 8" FIR EACH END AND 18" O.C. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 " MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX: MIN 1-1/4" EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBED 2X4SOLID BLOCKING 1/4") 8" FROM EACH END D SECURE TO SHEATHING W/ 18"O.C. MAX. MIN 1-1/4" MIN.2-12d PER BLK EA. END EMBEDMENT 7,'16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DI TAI! 5 SCALE: 3/4"=1'-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORi,DA32901 PH: 321-802' 3591 www. a bd esigngroup.com AA #: 0003325 a 1 y� Rl K U N N 1 Gq r u d CREEKSIDE r' LOT #69 PROJECT* 04321.200 069R1 MODEL 1756 "EASTHAM" ; ARAGE SWINGS rj LEFT PAGE:i DETAILS p 160 MP1 r? . ARCHITECT:' STATE OF FLORIDA 6� •r r` e li OCT 1 204 MICHAEL C. ANDERKOsAR NO 1730t, a -.oil -� PRINT DATE: 10/17/10 SCALE: 1/4"=1' - O" SHEET �eIA mmmmmmmmo FILE COPY 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. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d 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 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 (4!'). 8. THE TRUSS FRAMING SHOWN iS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 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 P8S36, 177" 6 x 2 7/8" LONG, WITH WASHER@ 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 Y-011, FINISH FLOOR. UNLESS NOTED OTHERWISE. �YI CONNECTOR SCI ICDULC II CONTROL DATE 01,05 3J MTek USP SIMPSON MTek USP SiMPYJN DIES. IIlA 1G18 UPLIFT 1625 GRAVITY DES MLIA-16 UPLIFT 145U GRAVITY FASTENER, L (81.111d X;1/',{%,1�. (J)16tl 2-R),XWM4 : FASIL4LN 8)10dx1}/21-PLY(6)'16d2-PLYCMBCD4' 1618 1985 (121 Lad x11/2 1 PLY EMI 1900 MBED 4" (10) 16d 2-PLY, HINTA A 16 1870 HEIR1616 1811D (10)lad %11/2,(8) 16d 2PLY, EMBED 4" (9)30x11/2LMBLU I,)6d 2-PLY, EMBED 4- 11 LL a H1Ad0: 2111 A-2U I 1 1870 43U HL1 A-20 z [ILIA-2o 2035 (12)lad x 11/2", 18MBLU 4" PLY, EMBED 4 (v0)lddxll/213PPLY,(EMBED 4PLv,LMULU 25D0 10 lfida PLV LMBt Da ( ) 1216d2PY 1 1 L, EMBED 4" '. Z O WGT2 2260 LGT-2 2150 C.Balt+gnchors WOOD 16 LOtl BLK 5 1 4 x 3' Wetl ( I 1 1 / 6 ] 1 4 x21 b ill EN WOOD(15 16d ) / ) OHIA-20 2430 OLTAL-20 2480 f16-lad rc11/2,1PLY ALIL0.NAIL USE OF{2)II1 A-20 ACQPIABLL 18f 10dx11/2,1 PLY ALILRNAIL USLOF(2)IILI A-Z➢ACCLVIABLE MUG115+ 4175 MGI+ 3955 III EPDXY MIN 12"LMBLU 221➢d1U WOOD (1)5/8"A.1 R IN IIIGII SI RLNG ( L( ) ) "LMBLU 22 lad 10 WOOD R. IN IIIGII SI NLNGiII LPU%Y MIN 12 L( I 1 5 H A 1 1 ( / HUGT2+ 9790 IIGI-2+ 10980 WOOD(8) 10d, MASONRY (2) 3/4'A111 - (2)3/4 ATR. IN I I I G I I STRCNGTII CPDXY IM IN 12' EMBED), (16) 10d TO WOW IIUG13+ _ 9860 IIGI 3+ 10530 WOOD(8)lOd, MASONRY (2)3/4'AlR (213/�IIAA,R. INHIGHSIRLNGIHEPOKY(MIN 12,' EMBED), (16) lad 10 WOOD WGTD 352$ LGT3 S0525 328S CONIC 14)3/8"%5 WCdgc'tl"it+ Anchors, WOOD (12) WS25 (12)SOS 1/4 kIIOGIRDLR,(4)3/8"x5"IIIENHDIOWALL LP1A 1510 PA RA LLLL I O WALL 1470 PERPENDICULAR TO WALL L1A2 1210 PARALLEL IO WALL 1210 PCRPLNDICUU1R 10 WALL: (10)lad x 11/2' .. (10)ladx11/2" MUG115 4175 VG1 4940 (1)5/8"A.IR IN IIIGII SI RLNGI I I LPO%Y(NEW 12" EMBED), (4) lad IOV/(6) lad FACL/(12) iBd BACK OF I RUSS (1)5/"A.1.R.INIIIGIISIRLNG111LP0%Y(M(N12'LMOLD),.(lb)SLKl/4'x3" IIUGI 7185 (2) VGT ]1H5- (2)5/8A.TR INIIIGUST0.CNGTII CPDXY(MIN 12" EMBED), (S)lDtl ;(2)5/ 32 A.T.R.INIIIGI15131ENGTII CPO%Y(MIN 12'LMBED L( ) SOS l /4 x3 M I W 12 1195 MIS-12 1 1000 (14)10d xl l/2",(14)lad (14)1 d%11/2" I ITW 16 1260 IITS16 1150. (16) 6d% l V21,(16) lad : - (16)1 d%11/2" HIW20. 1530 HIS-20 1450 (24)lad X 11/2",(20)lad x4)1 d%11/?'. H1W 20 1530 HIS-24 1450 124)lad X 11/2°,(20)lOd: (24)10d xljy; 61A 12. 930 LSIH-12. 925 (10)lad. (10)1 d LSTA IS,1235 LSTA-18» 1235 (14)IN - (14) 11 id M STA-18++ 1310 MSTA18++ 1315 (14110d (14)1 d MS1A-24++ 1640 MS1 A-24++ 1640 (18)lad ' (18)1 MST A-30 e+ 2065 MS1 A-30++ 2050 (22)lad (22)lad' H a Mslgab++ TD65 M 51 A- G++ } xasa I 26 10d (261 1 d oc KS11236 3890 MSII-36 3800 (36)30tl X.11/2" 36) 11 d%11/?". KTS1248 5140 MST149 5063 (48)lad X 11/2' (4811 dxl VT ( j LFl A6 1210 H5 950 11618dx 11/2', (16)Btll' ' (8) 8d 10 PLAI LS, S) 8d 10 S1UOS: ' r SET24 1030 SP4 885. (6) lad TO STUDS (6) lad TO PLATE (6)10 L x11/2710 SI UDS MP34 SLS IN hl @ 160% A34 5151N 1­1 (a (4)8dx11/2 TO BEAM, (4)8tlxl1/2°TO POST - (4)8d x11/2"TO BEAM, 1418dx11/2 TO POST.' a CP2 800 IICP2 645: (10)lad xll/2- 10TRUSS, (10) lad X 11/2°10 PIAiE (12)1 d%11/2" R115A 1390 H10A 1140 (9)lad s 11/2' 10 TRUSS,(8) 10d X11/210 PUUL (1B)1 d%11/2' MUG115&PH.A 4175 VGI&HDU4 4565 1 (28)lad TO TRUSS, (10) WS3 WOOD SCRCWSTO POST W/S/8'TI BEADED ROD- (16)5S1/4"x3"TO WOOD, (10)-SD51/4'S21/2"W/TIIREADCD ROD, (2)NUTS/WASI IER/2 PLY MU6115&PII04A 4175 VGI&IID]B 4940 1 (28)lad TO TRUSS, (16) WS3 WOOD SCREWSTO POST W/5/8' TI IREADCD ROD-' 1(16F-A114"0"TO WOOD,(3)-3/4": STUD BOLTS W/TI IRCADCD ROD, (2) NUTS/WASI IER/2PLY PAU66 2535 ABU 2200 . (1)5/8' AIR IN HIGH SIRENG1 H EPDXY, (MIN Ji EMBED) INCONC,(12)16dlO WOOD (1)5/ N CONC, 12 16d 10 WOOD "LMBEU,11 C N ,1 1 A;RIN PAV66 2380 16005 605 66Z ABU G6L 2300 12000 20 (1)5(8 Al gINHIGH SINENGIN EPDXY, {MIN.2 tM8LU)IN CONE., (12)16d10 WOOD (1)5/ HIGH SI RENGI:HEPO%Y(MIN. T"EM8LUJINCONC.,112116d1OWOOD I L15v +++ 12os Lll l9+++ 134D 1 3 4' 'A1RINIIIGLISTNLNG111 LPO%Y, (MIN.)"LMBLD)INCUNC, (8110d10W000 ' O / (1)3/ 'IN:)"LMBLU IN CONIC. BIDd 10 OOD - AIR INIIIGII SIRENG1:If LPO%Y (M 1 ,(1 W. � L1520B ti+ 1100. L1120B... 1500 I EPDXY, MIN PCMBCD INCONC 1010dz1-12T0 W000 (p 3/4"ATR IN HIGH STRCNGT I CPO , ( 1 .1 ) / 1 1 (1 / IIIGII STRC GT11 EPDXY MIN. J" EMBED.) IN CONIC l0 1ad7o woDD A.T.R.IN N .1 1 ,I ) z 111145 4160 I1114 4235 (1)5/8"ATR IN IIIGII STRENGTH EPDXY ]".EMBED)INCONC,f6)16dX2i/2 (1)5/S ATR IN IIIGII STRCNGTIICPO%Y(MIN.J"CMBCDd IN CON6, 126)l6d %21/2" zS Q II745 5005 IITfS 5090 fl)5/8"AAA, IN HIGH STRENGTH EPDXY (MIN ,]"LMBtU)INCONG,(2fi)16d %21%2" (1)5/ A1.R. 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'. 1U%8 7970 - NEW135%32U 2580 7130 MI 3.56/1125 3W5 53M (1)1/2"'11300 W MIN 6"EMBED &NOT LLSSI HAN 4" FROM LOGE OF CONC W13/9 DIA II W RAMSLI/REDH LAD DYNA BOLT SLEEVE ANCI I OR OR EQ W/MIN 5'[M BED INSTALLED IN FACE.(14)10d AT JOIST (1)3/ LPDX' A1.R, IN HIGH SIRLNGTA EPDXY IMIN..6.J5 E M BE DM LNTI I NCMU IOP, (1)3/4 AIR IN HIG H ST RENGIH ,(MIN 6.75 E MBE OM tNI') INCMU FACE,(18) IOU 10 BEAM HUS4121F 30fi0 27101100%) HUSC412 (WOOD) 3635 2660(100%) (SO) 16d TO IIEADCR,(10) 16d TO WOOD (10)1d TO I ICADER,(10) 16d TO WOOD 3325(125%) 32651125%1 iY w �. IIU4100F(CMU) 1950 5000 IIUC410 GMOQ 1800 4500: (1811/4''x3"WS SCRLW5;(10)1Od10 WOOD. USN (20)3{16^1APVER+, (10)1Otl10 WOW 118114x23/4 ill EN (9 PER FLANGE)TD CMq ]D 1Otl 10 WOOD'. Z 2 HD'110 L1F (CMU1 1950 5000 IIUC210-2 (EMU) 1800 4500 (18)1/4"'x3 WS3 SCREWS, (10) lad l0 WOOD, USP (20)3/lfi'TAPPCR+, (SO)lOtl TO WOOD (18)14 xt3/4111 EN IY PER YLANGE)IUCMU, (10j lOtl IOWWU: HU230-31E (EMU 1950 5000 HUC210-3 (CMU) 1800 4500 (18)1/4"'x3 WS3 SCIEWS,(10) 1000 WOOD. USP (20)3/16"'TAPPER+,(10)10 TO WOOD (18)1 4 x 2-3/4"TITCN(9 PER FIANGC)TOCMU, 110) IWTO WOOD: LGUM26-2 2125 6065 LGUM26-2-SX 1430 5595 (4)3/8"X4 Wcdge Bolt+ Anchors,WOOD141 WS3 WOODSCREW5 (4)3/ x4111 EN HD ANCHORS Z PER FLANGE)10 CMU,(4)1/4X2'1/2 SDSSCREW510 WOOD y.. a3 Lr2 0 -r_ -- - i-=i - - CJ1 (( EJ66 �� 11 Gil II n n n n n n n n n n n n n n II CJ3 = 1' II Il Ih II 11 _ uJ:. 0 ATTACH 4'-0" LONG II 2x SCAB TO II II II II II TRUSS W/ 10d NAILS @ 6" O.C. II II II CJ5 n u u n u u (4" FROM EA. END) u n n n = =1 CJ5 1A 1A 3.1 ABA GT 2A 31 A7A 1A I I 1A I E I I - 3.1- 3.1 - - p - - A6A w y/A �Q UIII, T= ___ --- ----- - -- ---- - k'71 of 0 O OII _ 011 r --_�-- CIO ° �I ==H4 16 z_I z UI __ _ z0 ml �2 = _ _ _ _ - - _ _ _ = PRE -FABRICATED ROOF - - 4 TRUSSES @ 24" O.C. MAX. I I I I I I I I I w I = ;==42�= 6 = =_= o I I I I 3.1 A2 20 OO - - - - - - - - - - - - - b A3 - - - Ca N Y I I NQ I tiq 0 LL =-=�4 j zQU _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - U tr a I I I I I V 7767 I 11 11 If P I a I1 11 11 _ _ LEI- U J66 - -=0 - _ I m w _ ('3 3.1 r in II it 1r -- - - _ - - - I 1A I I 3.1CI I 1i - - 7- A 02 GT 63 3.1 - = ti Nye e y tiiA a NR / O GT B4 0 r �J��" y ' OMB '� n n `` o� /y✓@ CJ36 = u u n u u u = CJ36 n CJA '. LO II _' J - II II II IL C 1 CJ16 - (( EJ56 6 [-I- jlj-i�LF u u u 1r u ( 11 z v fp CO Ce) CO ti U U FRAMING PLAN SCALE:1/4 V-0" 1A 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. 1A 1A 3A A 551 S: APOLLO BLVD., SUITE 2,02 MELBOURNE, FLOIRIDA32901 PH: 321-862-3591 I www,abdesigngroup com AA #: 0003325 ^ �`- 1 a hl w E; x a W � 11 �a 1 r u Pea k�3 o �I I (! Cn Qq � e I I p1� EE-, (' 1, I €* K tu 0 'I 1` t , Y l I;Azsll� M,, SIJBDIV. LOT: CREEKSIDE LOT #69 .I PROJECT rT' 04321.200 f 069R1 ' 'MODEL: 1756 "EASTHAM" CvARr - AGE SWING: LEFT PAGE: Ir FRAMING PLAN L 10 MPH EXP. C ARCHITECT STATE OF FLORID,= d 1 I QCT T 7 �m- M ICHAEL C. ANDERSON AR NO 17305 DATE 10/17/19 H { SCALE: 1/4"=1'-0" 31-IEET � S (2 R`' PLYWOOD SHEATHING, SEE "ROOF/WALLWFLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) - 10dx 1 1/2" TO TRUSS. FL#17680 B (2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 11 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES @24"O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12 O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS 0 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, LA310LBS'(2 STRAPS) la lb TYPICAL TRUSS/ GIRDER CONNECTORS) SCALE314"=''-o° IX F OUTER 1/3OF SPAN ONLY BTM.— PLATE DEPTH 1/4*D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD A .. 1LE EDGE >5/$" -HOLE DIAMETER <3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C,$UBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (2) USP HTAl6 TRUSS ANCHOR WITH (9) 10d x 1 112" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE CONCRETE EMBEDMENT. DBL PLY, A PT SYP #22"X611X4'-0" STRAP,1 EACH SIDE WRAPS UP MAY ADDED W/ 10d AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO SHOWN) FACILITATE 2-PLY USED IN CONJUNCTION WITH CONNECTOR. HEAVY UPLIFT CONNECTOR FL#17680 (A) USP LUGT2 W/ (5) 1/4"x3" 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 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W1(3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS EAM, SOLID, 8" EACH WAY OF BOLTS 12" O/C EE �GHEUULE A ALL WABLE UPLIFT = U:3980 LBS; L:1785 LBS (2PLY) B ALL WABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) scaLE:3/4 1'-0" 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1175 UPLIFT USP - HTWM20 W/10 10d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL, # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4"x21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER2"APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD,BRACING 6'-0" O/C END WALL OR OTHER MAX.,, OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0"'O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" \ENER 2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER5TRUSSES) " (1) "X" BRACE 60'- 3) "X"BRACE ACE ENTER ACE DIV D EQUALLYNTER TO E2x WOOD FASCSEE ARCHITECTU LBLE TRUSSCK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. JOWN — 2x4 BLOCKING BETWEE TRUSSES WHERE X-BRACING IS PRE TAT "4' 0" O.C. (AT SH HING SEAMS) -SECURE PT. PLATE TO BLK / 1/2" DIA. ANC R BOLT W/ 2" W HER SET IN HIGH RENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX —CONT. 2x4 SECURED W,' (2) 10d's r?a EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE EN PRE-ENG'D TRUSS S` THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (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, Fl AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a b d es i g ng ro u p. co m AA #: 0003325 F W tq 14 W DI 0 F G W A F A r. Tr :1 CREEKSI.DE LOT #69 PROJECT# 04321.200 069R1 MODET. 1756 I= "EASTHAM" GARAGE SWING: LEFT PAGE: E DETAILS s %160 MPH EXP. � ARCHTECT STATE � F F UV'P?., �r OCT r' W.HAEL C. ANDIDi7 EN AR NO 1731041 �� 10/17/19 SCALE: 1/4"=1'-0" SIFIEET w` a S3o1- 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA W U W 0 F V W A F A F ti00 SUBDIV. & LOT: CREEKSIDE LOT #69 PROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" 0 &RAGE SWING: LEFT k WAGE: � 1 DETAILS 60 MPH EXP.-{ ARCHITECT-. STATE OF FLORIDA OCT 17 2019 -- MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: / / SCALE: 1/4"=1' - 0" SHEET S 3 . •1� GABLIF END a HIP R@OP ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (29:01) ZONE 2 = 31.68 PSF (41:€8) ZONE 3 = 54.88 PSF (64:88) "A"= 4'-0 END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" r i A O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF/ WALL/ FLOOR MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANELEDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE DETAIL. — ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN: DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR 1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MAI SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES .. Q W z w Z C'S LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING I Ed RING SHANK GUN NAILS z = 0 0 J j cc > m ~' Z .@ 0 6" O.C. IN FIELD Q O ra S O U) of it Q Z ] 00 Z Lu Z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. Z. Q D LLU TO BE STRUCTURAL GRADE) LLI z, Z... .. ' - J d U O Z Y Z U =w (D r w Z � Y cr Z U. U1 U) - �I w U 8d RING SHANK GUN NAILS @ 12" O.C. IN 00 2 C5 C51- ' 0 FIELD or 8d x2 Iff SCREW SHANK 1 u? 7) < (5PNEUMATIC SCREW -NAILS @ 12" O. N Z Go FIELD • DC 00 00 a ro7, TYP. 3/4" T&G SUB FLOOR DECKINGIGLUED TO ALL EXPOSED MEMBERS NOTES: ALL AGGREGATE USED IN CONCRETESHALL CONFORM TO.ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314" DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH. Oft WEATHER WOOD' NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN'BE SPF.AL 7GENERAL AL, MECHANICAL, ELECTRICAL, PLUMBINGAND SITE DRAWINGS. CONSULT DRAWINGS FOR SLEEVE$, DEPRESSIONS, TANDAROTHS DETAILS NOT SHOWNALL RAL DRAWINGS. APPLICABLE fUILDING CODE STANDARDS: FBC-R2017, 6th EDITION EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED3W, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ItDING CODE REQUIREMENTS U QU S FOR STRUCTURAL CONCRETE, ACI 530 13/ASCE 5 13 AISI SPECIFICATION FOR THE DESIGN OF � I PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON RIPPLER ILLS ETC SHALL BE. SOUTHERN PINE N . 2 - C S S O OR BETTER. F- 11 P I AND A MODULUS F b 00 S O -1 400 000 PSI. ALL WOOD IN CONTACT IT ELASTICITYO CT W H CONCRETE OR CONCRETE BLOCK SHALL BE COLD FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. - PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD. FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF.A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 OF0.42PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS. SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2'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 12017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE IIATTENTION OF THE. ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION., OR OTHER NON STRUCTURAL ITEMS - OFTHEIWORK. - 'ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND - - UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH:. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES . RING DUERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, OR TIE .' WELDED WIRE MESH, SHALL BE ASTM:A185, GRADE 65 AND BE PLACED IN. ACCORDANCE: WITH THE ACI WOOD TRUSSES: GUYS -DOWNS. TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH T C HE "NATIONAL DESIGN SPECIFICATIONS FOR THE CO TRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS. SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS 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 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGPINI LOAD,S:. W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. ', DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSSCONSTRUCTION:, AND "TPI/WTCA BCSI 1" ' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" .WOOD TRUSSES. I' 10 psf BTM CHORD non -concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS: LOCATIONS WITH GUSSETS, CRICKETS AND'..VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD ! FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 pef TOP CHORD psf TOP CHORD (7psf w! ASPHALT SHINGLES) it 0 psf w/ No GYPCRET) ,(1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5' psf BTM CHORD THICKENED SLAB; BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf I E CONTINUOUS THROUGHOUT THE HEIGHT OF THE BENDS AND SHALL B COCONTRACTOR MINIMUM 10 INCH HOOKS OR BE HALL EMIT NE S SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT -BALCONY LIVE. LOAD 60 psf -. WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: ASCEEAD LOAD SPEED=166MPH S RE C, RISK CA (ASCE 7-10-(FBC R2017) EXPOSURE C; RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER: POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED - LAYOUT, SPANS & ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf,'HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) THE INSTALLATIONAFFECT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE OF EMBEDDED ITEMS THE STRUCTURAL BEARING AS CALLED OUT ON THE PLANS SHALL BE NOTIFIED TO THE ON THESE AND DECKS: 40psf, GUARDS AND HANDRAILS:-200psf, GUARD IN -FILL COMPONENTS: 50 sf, PASSENGER p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE _RE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 401 SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND AFULLY DIMENSIONED ERECTION 401 MASONRY: PLAN SHOWING. COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL OPNFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER - SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES". (ACI 53o/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS AREPROVIDEDTO FACILITATE THE REVIEWED FOR SHOP DRAWINGS WILL BE R h O ,ENERAL COMPLIANCE WITH THE DESIGNING MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ®N THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLYN,,"HALL BE THE. RESPONSIBILITY OF THE CONTRACTOR TO VERIFY .PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC: ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 11 ALL SHOP DRAWINGS SHALLBE REVIEWED SY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WINb UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTEDVW"YHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE S,EPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROIN USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT. THE EXPRESS WRITTEN PERMISSIONASTM FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT -_ C-476, AND SHALL PROVIDE A MINIMUM COMPRESSNE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS FOUNDATION PLAN. THE MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN.ON fiHE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN bU8` '�' O P DRAW]NGS`ICHECKED, UNLESS OTHERWISE SPECIFIED IN '` ,1 SPECIFICALLY NOTEDOTHERWISE ON AGGREGATE, AND SHALL BE PLACED W/ A §LUMP OF 8.'. TO 10". USE ONLY MECHANICAL VIBRATION BY P R EQUAL N CONNECTORS"US , 0 QU U LESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. exd I�'" COURSE WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUL DATION/ SITE PREPARATION: u " "" "' TYPE "I OR "S' MORTAR SHALL BE USED EXCLUSI�PLY ON THIS PROJECT. MORTAR SHALL BE ;, `. FOOTINGGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF2 0 0 :F O LI.:- "'" PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C 270. HORIZONTAL AND VERTICAL MORTAR JOINTS :. EXCAVATIONS AND SLAB SUB -GRADE SHALL BECOMPACTED TO A DRY DENSITY OF AT LEAST 95%:OFTHE SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. RPMOUE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED DIFIE PR40CTOR MAXIMUM DRY DENSITY, O D DETERMINED IN ACCORDANCE WITF! ASTM D 15571'fREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. FILL CMU'CELLS SOLID WITH GROUT AT ALL CELLS To RECEIVE EXPANSION ANCHORS Al VERTICAL THE OWNER C44AI I RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE - GEO-TCHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 XBAR NO. (48 BAR DIAMETERS), U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTENCERTIFICATIONTHAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN WTpS}iALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. ,,m°' THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE " CON RETE: _. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9THEDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETEE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy.- 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL. TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kal. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E,OR S, Fy = 35 ksi. TUBE AND PIPE 2 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB ON GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 31000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTSAT THE COLUMN BASES: SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRA TOR SHALL SUBMIT PROPOSEO(MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCREE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+l-PRO R TO THE ADDF-ION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRE E SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301AND ASTMC-94 OR MEASURING, MIXING TRANSPORTING ETC.. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. N WATER IS CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN THERE IS A ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON A - DELAY I'N SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIbE AND THE CONTRACTOR OF ANY NON. COMPLI I WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED TO EARTH Al WEATHER: '. 1-1/2"FOR #5 AND SMALLER - 2"FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER - - 4" FOR SLABS, WALLS AND JOISTS 1 112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE IND WAND DOOR BUCK FASTENERS W O FASTEN ER � TYPE SPACING REMARKS APPLICATION SIZE S C G R S APPLICATION A ._ - _ SIZE TYPE _ SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 6" O/C GARAGE DOOR BUCK 1/4' CIA.TAPCON MASONRY 1 1/2" EMBED., 4" END DIST, MASONRY / CONO. NAIL 1 112" LONG, TO MASONRV/CONC. — _—�— B" 0/C NO WASHER FASTENER 1 1/2" EDGE DIST. _- 9"OIC WINDOW/DOOR/FASTENED D AL EXT DOORS E DINED COIL GARAGE DOOR BUCK SG CAS R _- 1 DIA. W/ 4" EMBED 4 END DIST, L 1 - 1x PT, SEE NOTE 8 NAIL 1 1/2" LONG STAGGERED INTO MASONRYlCONC. TO MASONRY/GONG WASHER EXPANSION BOLT 24" O/C W 3 EDGE DIST. '. WINDOW BUCK CASE HARDENED COIL 9"0/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACTTHIS ENGiNEER.FORSPACING 1 x PT, SEE NOTE B. NAIL11/2"LONG. STAGGERED INTO MASONRY/GONG. MASONRY/GONG REQUIREREQUIREMENTS.EUIR:EMENT- EXT SWING DOOR (2)3/16"0IA 'TAPCOW 1" 11/2"EMBED, 6"END. NON -BEARING WOOD BUCK 2x PT, SEE NOTE 6 - NO WASHER FASTNER 8 O!C DIST., 1 112" EDGE DIST. WALL TO GONG, SLAB 1/2— EXPANSION 4' EMBED. 4" END W/ WASHER. BOLT 24 OIC DIST:, 3" EDGE DIST. '. 2x PT WINDOW BUCK 0136"PAF.x2 VB" 9"O/C 4"EN¢'DIST.,112' PT TO STEEL COL SEE y r/ WASHER STAGGERED EDGE DIST. _NOTE6 : NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS �1 2. FASTENING OF GARAGE DOORS, WINDOWP AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOR 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY pffi OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN L BE THE STRICTER REQUIREMENT OF THE I OR THE SPACING DETAILED ABOVE 5. FASTENERSPACINGFOR THE BUCKS SN��O 6. WINDOW AND DOOR BUCKS SHALL BE A31PIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS 8M PAF TO THE SUBSTRATE. I 'I 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 k fi ) I hNi 5 r s I;;1 REKSIDE T #69 PIROJECT# 04321.200 069R1 MODEL: 1756 "EASTHAM" CrA RAGE sWING: LEFT PAGE: DETAILS g.,,(� r � C, L1.�il MPH[ EXP. h L STATE OF FL.OI =�--DCT 17'2019-- ` MICHAEL C. ANDERSON AR NO 17305 dc" U:,W "c_q 10 /17 /19 SCALE: 1/4"= 1'-0, t w SHEETET N �Ar a Planning & Development Services Department Building & Regulations Division Product Review Affidavit ----------- ..................... ............. .............. ............... .... ...................... ........ ------------------------ - .... ..... .. ....... .................................... . ...... ....................... ................ ...... ­11 ... ..... .- ..................... .......................... ............ ............ ......... I ................................................ . ---- ... ....... FL If or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model # Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb, FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min, embedment of all anchors to be 11/4" (+36) / (47) (+67) J (-67) Type 1: 3/16' or 1/4" ELCO Ultracon anchor 6' max. from corners, 113/4" 0/c at jamb, 16" @ bead. 11/4" embedment. Type ll: 3/16" or 1/4" ITW concrete tapcon anchor, 6" max, from comers, 7 1/4" o/c at jamb, 10 1,/V'@ head, 11/4" embedment. Two additional tapcorrs midspan and one at lower frame required vertically each side, FL16103,1 R12 4/30/2020 SH Window ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) (-48) (+50) (-sill Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 10" @ head. 11/4" embedment, Type Ik 3/16" or 1/4" ITW concrete tapcon anchor. 6" max, from corners., 8 1/2" o/c at jamb, 6" @ head. 11/4" embedment. Eight additional taricons top and bottom required hontoritally, one midspan vertically each I't-16100A RE 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements, N/A N/A ---------------- ------------- ----------- - — ------------- — --- - — — ----- Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 16" @ head / sill, 11/4" embedment. Type II: 3/16" or 1/4" JTW concrete tapcon anchor. 6" max, from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill, 11/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically F1.161044. R5 1.1/3.0/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements, (+38) (-48) (*hli) (-55) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from comers and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. 411 R3 -1213112019 Sliding Glass Door Builders Series 4790 wl Ply Gem Non Impact (+33) / (-41) (*50) f (-So) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.11 R4 121 1 31/2019 Opaque single Smooth Star Therma-Tru N/A Min, embedment of all anchors to be 1114" (+36) (-47) (47) (-47) door with transom 3/8" x 2-3/4" Hilt! sleeve anchors 6" from ends 22" O/C RIO -Qouble. Garage 16,2x7 73 W6 Clopay N/A (+29)/ (-35) 456) (42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gouge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 112" FL7006.1 RIO 12/311/2020 Roof IKO Cambridge N/A above- each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) 1 (-47) N/A into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga, 1-1/4" annular ring R4, Rhino N/A shank nails spaced 6"O.C. at ell Saps and three staggard rows fastened 12" O.C. in the F115216A (PEI`bING APPROVAL) Underlayment U-20 Interwcl) field. NIA Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4S86 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located I" from the edge of the Range and W'O.C. along all FLI6918A R2 9)'9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of thevent. All exposed fasteners shall be seated with roofing N/A N/A BAFFLE (Wmerit/mastic. all loosened shingles shall be adheared down with roof cemeriVrnastic. Refer to and follow ALL manufacturers installation instructions. AOR is not responsible for Errors, Orrissions or interpritations of this Installation Method. Apply Rooting Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Docking using 11/4" Ring Shank Nails. Fasten Base Flange wl(l) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal S" apart and I" from edge. Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FW92 RII 8/16/2021 Roof Vent 770-D Lomanaco N/A nails- Seal all seams and naii heads and loose shingles- Refer to and follow ALL N/A N/A (alternate) Manufacturers installation instructions. ACIR is not responsible for Errors, Orossionr or interpritations of this Installation Method. AO R is not responsible for Errors, Ornssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/3112020 Soffit Variform Soffits RlyGem N/A FL24161.1 (+31.6)1 (38.9) (+".0)/(-71fi) IIV x 20 stainless steel or ELCO Panelmate with minimum ernbedment @ 13/4" in FL16293.1 R2 12/31/2019 Hurricane Panels Less than W span 24 GAGE Hurricane Storm panel MFG, WA concrete / masonry, 2 1/2" min: edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts, N/A + or - 20 p.sJ, .................... ..................... ........... ...... ............ ............... ....... .. ........... . ......................... .... I ............... ........ ............................ - ... .... . ..... ........... . ......... 114" x 20 stai niess steel or ELCO Pariellmate with minimum embedment @ 13/4" in Hurricane Panels. Hurricane Storm N/A concrete / masonry, 2 1/2" minedge distance, 12" o/c max. spacing. Can be headed 1+ FLI62931 R2 12131/2019 6' span or more 24 GAGE MFG, screw or all thread but with wing nuts. N/A W-20p,,J 1; panel Install per manufacturers recommended requirements. FL17 FT R3 6/27/2019 1 Zipsystem Wall Sheathing 4uber N/A N/A N/A ......... .................... I Sheathing .......................................... .... ....................... ........................ ....... ... ....... ..... ------- - --------- - ....... C=ONITPZOL r,ATE lAo,9 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 101, PH: 321802-3591 www.abdesigngroup.com a AA *: 0003325 1Fxwwwwwrrwrrrxrnee SUBDIV. 4k Loon FF LIJ C I CotTNTY _m'A.CS?T1�E!R ' P A N PROJECT# 41P E,7,X'� r R, S'S' 'S'HING LE PliARAGE swisim. PAGE: N ARCHITECT: STATE OF FLORDA �1CT 17 2019 MICHAEL C.' AR NO 17305 PRINIT Si CAJ-Z: 11, 4 --1 0 81-IEET LJ L f FILE COPY