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Home My WebLink AboutPLANSi(149M ENGINEERING, INC. r SITE PLAN SCALE: N.T.S. TWO STORY MASONRY RESIDENCE 5,070 SQ. FT. CONDITIONED 672 SQ. FT. OTHER 5,742 SQ. FT. TOTAL DRAWING SCHEDULE SHEET TITLE REV. S7 SITE PLAN, FLOOR PLAN & NOTES 0 S2 FOUNDATION PLAN 0 S3 FIRST FLOOR PLAN 0 S4 FIRST FLOOR CONSTRUCTION PLAN 0 S5 SECOND FLOOR PLAN 0 S6 SECOND FLOOR TRUSS PLAN 0 S7 SECOND FLOOR CONSTRICTION PLAN 0 S8 ROOF FRAMING PLAN 0 S9 WIND LOAD DIAGRAMS & STAIR DETAILS 0 S1D SECTIONS 0 S11 CONSTRUCTION ELEVATIONS 0 S12 DOOR & WINDOW DETAILS 0 S13 EXTERIOR ELEVATIONS 0 S14 INTERIOR ELEVATIONS 0 S15 METAL FRAMING DETAILS 0 E1 ELECTRICAL PLAN 0 M1 MECHANICAL PLAN 0 P1 PLUMBING PLAN 0 PORCH NkASTER BERROOM FAMILY ROOM DINETTE K4 C o� L 6 m Z _ _ (n � STORAGE (ENTRY LIVING ILITY a ROOM b MASTER BATH e Hld MVALL PORCH rms GARAGE W1@ 1 1_7 1 1 F 24 W FIRST FLOOR PLAN FLOOR PLA SCALE: 1 /8"=V-0" ROOF AND FLOOR TRUSSES: F'LORIDALIC.CA8421 GENERAL NOTES: 1. THE CONFIGURATION AND DIMENSIONS OF THE ROOF AN FLOOR TRUSSES 10211 West Sample Road 1. THIS SET OF PLANS IS BEING PROVIDED FOR THE CONSTRUCTION OF A SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. Suite io6 RESIDENCE. 2. THE ROOF TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO THE 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA Coral Springs, 65 FOLLOWING MINIMUM LOADS: Phone: (95L)'757-868666 BUILDING CODE (F.B.C.), 2004 EDITION. - DEAD LOAD = 25 PSF 3. ALL STRUCTURAL ELEMENTS HAVE BEEN EVALUATED BY AXIOM ENGINEERING - LIVE LOAD = 30 PSF Fax: C954) 757-7o�T4 BY RATIONAL ANALYSIS DATED 9/8/06. - WIND UPLIFT LOAD = 53.18 PSF 4. THE CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH ASCE 7-02 AND THE BUILDING CODE (F.B.C.) AND ASCE 7-02 TO THE FOLLOWING DESIGN F.B.C. CRITERIA: 3. THE FLOOR TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO THE - CATEGORY II FOLLOWING MINIMUM LOADS: - EXPOSURE C - DEAD LOAD = 15 PSF - LIVE LOAD = 40 PSF - IMPORTANCE FACTOR 1.0 LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH ASCE 7-02 AND THE - BASIC WIND SPEED IS CONSERVATIVELY ASSUMED TO BE 145 MPH F.B.C. - MAXIMUM DESIGN WIND UPLIFT PRESSURE IS 53.18 PSF 4, ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN - SOIL BEARING CAPACITY IS CONSERVATIVELY ASSUMED TO BE 2000 GENERAL CONFORMANCE WITH THE DETAILS SHOWN HEREIN AND CERTIFIED PSF(ACTUAL BEARING CAPACITY 2500 PSF PER GEOTECH REPORT) BY A FLORIDA PROFESSIONAL ENGINEER. SEALED SHOP DRAWINGS OF THE 5. ALL LUMBER CONNECTORS SHOWN SHALL BE AS MANUFACTURED BY TRUSSES SHALL BE PROVIDED TO THE ENGINEER OF RECORD FOR REVIEW SIMPSON STRONG -TIE OR APPROVED EQUAL. INSTALLATION AND AND APPROVAL. NAILING OF THE CONNECTORS SHALL BE IN STRICT CONFORMANCE WITH 5. TRUSS STRAPS SHALL BE PROVIDED AND INSTALLED IN STRICT THE NAILING SCHEDULE. CONFORMANCE WITH THE DETAILS AND STRAP SCHEDULE CONTAINED HEREIN. 6. SPECIAL INSPECTION OF THE UNIT MASONRY IS REQUIRED BY A 6. ROOF AND FLOOR TRUSSES DO NOT REQUIRE LATERAL BRACING ALONG THE FLORIDA PROFESSIONAL ENGINEER (P.E.). TOP OF THE BOTTOM CHORDS WITH CONTINUOUS 1x4'S SINCE CEIUNG FURRING 0 16" C.C. SERVES AS BRACING. 7. TRUSS MANUFACTURER'S DRAWINGS SHALL BE SEALED BY A FLORIDA MASONRY: REGISTERED ENGINEER (P.E.) AND BE SUBMITTED TO THE ENGINEER OF 1. CONSTRUCTION OF UNIT MASONRY SHALL CONFORM TO THE F.B.C. SECTION RECORD FOR APPROVAL. RAND R4407-3. 2. HOLLOW OW MASONRY UNITS SHALL CONFORM AT ASTM C-90, TYPE 1, INTERIOR WALLS AND CEILING: GRADE N WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON THE 1. THE GYPSUM WALL BOARD SHALL COMPLY WITH THE STANDARDS SET FORTH NET AREA (F'm) OF 1500 PSI. IN R702 F.B.C., AND SINGLE OR MULTIPLE SYSTEM COMBINATIONS SHALL BE 3. PER THE F.B.C. SECTION R606, STRUCTURAL DESIGN OF ENGINEERED NOT LESS THAN 1/2" THICK ON WALLS AND 5/8" THICK ON CEILINGS. UNIT MASONRY IS IN ACCORDANCE WITH ACI-530/ASCE 5/TMS 402. 2. GYPSUM WALL BOARDS SHALL BE FASTENED AS FOLLOWS: 0 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND - 1/2" WALL BOARD: 1-3/8" NAILS/SCREWS 0 8" O.C. COMMENTARY. A SPECIAL INSPECTOR IS REQUIRED FOR ALL UNIT - 5/8" WALL BOARD: 1-1/2" NAILS/SCREWS 0 7" O.C. 3. UNDERLAY DRYWALL ON EXTERIOR WALLS NTH FIFOIL. • MASONRY. 4. FILLED VERTICAL MASONRY CELLS SHALL BE FILLED W/GROUT AS 4. NEW WALL FINISHES SHALL BE DETERMINED BY OWNER. 7o* INDICATED ON THE DESIGN DRAWINGS AT A MAXIMUM OF 48" O.C. GROUT SHALL MEET THE REQUIREMENTS OF ASTM C476 AND HAVE A SLUMP PARTITION WALL DRYWALL FRAMING: OF BETWEEN 8" AND 11". 1. STEEL STUDS AND RUNNERS USED TO CONSTRUCT FIRE RESISTIVE WALLS OR 5. FILLED VERTICAL CELLS SHALL CONTAIN ONE #5 BAR. DOWELS SHALL BE PROVIDED IN THE ADJOINING CONCRETE. LAPS BETWEEN THE DOWELS PARTITIONS SHALL BE DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A AND THE VERTICAL REINFORCING SHALL BE A MINIMUM OF 48 BAR 525, COATING DESIGNATION G40, MINIMUM; AND BE OF CHANNEL OR "C" TYPE SHAPE. THE TOTAL THICKNESS OF THE BASE METAL PLUS COATING DIAMETERS. 6. GROUT SHALL BE PLACED IN VERTICAL CELLS IN THREE APPROXIMATELY SHALL NOT BE LESS THAN 0.0184" UNPAINTED AND NOT LESS THAN EQUAL LIFTS; EACH LIFT SHALL BE CONSOLIDATED BY THE INSERTION OF A WITH F COATED AND PAINTED. STUDS AND RUNNERS SHALL COMPLY VIBRATOR. WH ASTM C 645 AND HAVE A BASE METAL THICKNESS, BEFORE 7. MORTAR SHALL BE TYPE M IN ACCORDANCE WITH ASTM C-270. APPLICATION OF ANY COATING, OF NT LESS THAN 0.0179". STEEL STUDS ($� HORIZONTAL JOINT REINFORCING SHALL BE PROVIDED AT EVERY SECOND AND RUNNERS USED IN PARTITION WALLS NEED NOT BE GALVANIZED, BUT �l MUST MEET ALL OTHER REQUIREMENTS. STRUCTURAL PROPERTIES OF COURSE (16" VERTICALLY). THE REINFORCING SHALL BE LADDER TYPE STUDS AND RUNNERS USED IN PARTITION WALLS SHALL COMPLY WITH ASTM WITH A MINIMUM WIRE SIZE OF 9 GAUGE. LAP JOINTS 6" (MINIMUM). C 525. EXTEND REINFORCING THROUGH ALL FILLED CELLS AND AT LEAST B" INTO 2. STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES OR CABINETS CAST COLUMNS. SHALL BE DOUBLED OR NOT LESS THAN 20 GUAGE. 3. SUCH STUDS SHALL BE RIGIDLY CONNECTED TOP AND BOTTOM TO PREVENT SIGNIFICANT END ROTATION OR DISPLACEMENT. CONCRETE: 4. A HORIZONTAL MEMBER SECURELY FASTENED TO NOT LESS THAN TWO 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI STUDS SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG 301-96. PLUMBING FIXTURE OR CABINET. 2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH 5. RUNNERS SHALL BE FASTENED TO THE CEILING, CONTIGUOUS WALLS AND (Cc) OF 3000 PSI. PARTITIONS AND TO THE FLOOR AT INTERVALS NOT EXCEEDING 24" ON 3. CONCRETE FOR ALL FLAT WORK SHALL BE FIBER MESH REINFORCED WITH CENTER. SUCH ATTACHMENT MAY BE BY NAILS PENETRATING THE BASE \/v► J1 SYNTHETIC FIBERS IN THE AMOUNT OF 1-1/2 LBS PER CUBIC YARD OF MATERIAL NOT LESS THAN 5/8" OR BY SELF -DRILLING, SELF -TAPPING CONCRETE. FIBER REINFORCEMENT SHALL BE PER F.B.C. R506.2.4.1(1). SHEET METAL SCREWS ATTACHING METAL TO METAL. 6• THE GYPSUM WALL BOARD SHALL COMPLY 4. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH A MINIMUM WITH THE STANDARDS SET FORTH IN 2510.2 F.B.C., AND SINGLE OR MULTIPLE SYSTEM COMBINATIONS SHALL YIELD STRENGTH (fy) OF 60 KSI, BE NOT LESS THAN 1/2" THICK. 5. UNLESS OTHERWISE SHOWN, CONCRETE COVER OVER REINFORCING STEEL 7, GYPSUM WALL BOARDS SHALL BE FASTENED AS FOLLOWS: SHALL BE 1-1/2" EXCEPT FOR THE REINFORCING STEEL IN THE CONCRETE - 1/2" WALL BOARD: 1-3/8" NAILS/SCREWS 0 8" O.C. STRIP FOOTING WHERE THE COVER SHALL BE Y. - "/8" WALL BOARD: 1-1/2" NAILS/SCREWS 0 7" O.C. 6. SPLICES IN REINFORCING BARS IN BEAMS AND THE CONCRETE SLAB SHALL 8. UNPPRL..AY DRYWALL ON EXTERIOR WALLS WITH FIFOIL. BE STAGGERED AND SHALL NOT BE LESS THAN 36 BAR DIAMETERS. 9. DRYW�,LI. -" BOTH SIDES OF WALLS BETWEEN GARAGE INTERIOR SHALL BE O 7, SPLICING IN REINFORCING BARS IN COLUMNS SHALL BE NOT LESS THAN 30 - T1PE "X". n BAR DIAMETERS. 10. DRYWALL ON CEILING OF GARAGE SHALL BE A DOUBLE LAYER OF 5/8" 8. CONTINUITY OF REINFORCING IN BEAMS AND IN CONTINUOUS FOOTINGS TYPE "X". SHALL BE PROVIDED AROUND CORNERS FOR A MINIMUM LENGTH OF 48 BAR DIAMETERS BEYOND CORNER. WALL FINISHES: 9. PROVIDE #3 STIRRUPS IN THE TIE BEAMS AS FOLLOWS: 1, NEW WALL FINISHES SHALL BE DETERMINED BY OWNER. - FOUR 0 12" CENTERS ON EACH SIDE OF EACH CORNER OR BEND 2, STUCCO ON EXTERIOR WALLS SHALL BE APPLIED IN THREE COATS WITH A O - AT 6" CENTERS OVER OPENINGS MINI' -UM OVERALL THICKNESS OF 1/2" IN ACCORDANCE WITH F.B.C. SECTION T w - AT 48" CENTERS ELSEWHERE R44ii.3. V`] 9. PROVIDE STIRRUPS IN STRUCTURAL BEAMS AS PER BEAM SCHEDULE 3. GYPSUM WALL BOARD ON INTERIOR WALLS AND CEILINGS SHALL COMPLY 00 SHEETS S5 & S8. WITH THE STANDARDS SET FORTH IN R702 F.B.C., AND SHALL NOT BE m 10. JOINTS IN FLATWORK SHALL BE LOCATED WHERE SHOWN ON DRAWING, LESS THAN 1/2" ON WALLS AND 5/8" THICK ON CEILINGS. r4 SHALL BE AT LEAST 1" DEEP AND SHALL BE PRE -FORMED OR SAW -CUT 4. DRYWALL SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. CHAPTER WHILE CONCRETE IS GREEN. 7' STUCCO: FOUNDATION: 1. SOFFIT SHALL BE FINISHED WITH A THREE-PART APPLICATION OF •� a 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH STUCCO THAT COMPLIES MATH F.B.C. R4411.3.2.4. 0 Q) ACI 301-96. 2. STUCCO SHALL BE APPLIED OVER 3/8 INCH RIB METAL LATH MEETING . F 2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE THE REQUIREMENTS OF F.B.C. TABLE R4411.3.2.3. METAL LATH SHALL STRENGTH(f'c) OF 3000 PSI. BE FASTENED TO THE UNDERSIDE OF THE TRUSSES IN ACCORDANCE a 3. CONCRETE COVER SHALL BE 3" TO EARTH. WITH THE FASTENING SCHEDULE. "VVV 4. CONCRETE SHALL BE WET CURED FOR A MINIMUM OF 3 DAYS FOLLOWED BY 3. THE STUCCO SHALL BE FINISHED AND PAINTED. PAINT COLOR TO BE THE APPLICATION OF 2 COATS OF A CURING AGENT. DETERMINED BY OWNER. 5. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 NTH MINIMUM Approved: ` YIELD STRENGTH (fy) OF 60 KSI' DOORS: -' r 6. ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL AND SHALL BE HOT DIPPED GALVANIZED OR OTHER CORROSION -RESISTANT FINISH. 1. FIELD VERIFY DOOR DIMENSIONS PRIOR TO FABRICATION. 2. THE EXTERIOR DOORS HAVE BEEN APPROVED BY MIAMI-DADE COUNTY AND HAVE BEEN VERIFIED TO MEET THE WAND LOAD REQUIREMENTS OF ROOF: THE 2004 EDITION OF THE FLORIDA BUILDING CODE AND ASCE 7-02. -� 1. INSTALLATION OF ALL ROOFING MATERIALS SHALL CONFORM WITH THE ALL NEW EXTERIOR DOORS ARE IMPACT RESISTANT AND, AS SUCH, SCI'-(l'S,��O6 F.B.C. CHAPTER 9. STORM SHUTTERS ARE NOT REQUIRED. - 2. PLYWOOD ROOF SHEATHING SHALL BE RATED FOR EXPOSURE 1, HAVE A 3. NEW DOORS SHALL BE PER THE DOOR SCHEDULE ON SHEET 512. Edwin M. FaermaII, P.E. MINIMUM NOMINAL THICKNESS OF 5/8" WITH A (MINIMUM) 32/16 RATING state Of Florida License NO. 46590 AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH FACE eMNDOWS: GRAIN PERPENDICULAR TO SUPPORTS. Revisions: 3. NEW PLYWOOD PANELS SHALL BE NAILED TO INTERMEDIATE SUPPORTS 1. FIELD VERIFY WINDOW DIMENSIONS PRIOR TO FABRICATION. WITH 8d RING SHANK NAILS ® 6" C.C. IN ACCORDANCE WITH FLORIDA 2. THE SPECIFIED WINDOWS HAVE BEEN APPROVED BY MIAMI-DADE BUILDING CODE R4409.9.2.5. - COUNTY AND HAVE BEEN VERIFIED TO MEET THE WIND LOAD 4, NEW DIAPHRAGM ROOF EDGES SHALL BE NAILED TO SUPPORTS NTH 10d REQUIREMENTS OF THE 2004 EDITION OF THE FLORIDA BUILDING CODE, RING SHANK NAILS 0 4" C.C. IN ACCORDANCE WITH FLORIDA BUILDING AND ASCE 7-02. THE WINDOWS PROVIDED ARE IMPACT RESISTANT CODE R4409.9.2.5. AND, AS SUCH, STORM SHUTTERS ARE NOT REQUIRED. 5. NEW SLOPED ROOF COVERING SHOULD BE L STANDING SEAM ROOF 3. NEW WINDOWS SHALL BE PER THE WINDOW SCHEDULE ON SHEET OVER A 30# BASE SHEET. , S12. SCANNED Y SITE PLAN FLOOR PLANS & NOTES I Scale: AS NOTED I Drawn: S.A.H. Checked: D.J.R./S.T.B. Approved: E.M.F. Date: 9/8/o6 Project No: 5765-404 Sheet No: S1 sl 5'-5" 18'-5" C� 26'-2" PORCH 10'-3" 2, 0„ 0 TRAY CEILING (TYP.) a I MASTER I co BEDROOM T FAMILY R00 15'-4" 2'-0" 20'-5" 2,-8„ 9,-7„ 1 3 -0" o I 17'-0" FINISH SCHEDULE ROOM CEILING WALL FLOOR TRIM NOTE: ALL MATTERS OF MATERIALS AND METHODS SHALL BE SUBJECT TO ADVICE AND CONSENT BETWEEN CONTRACTOR AND OWNERS. CEILING WALL DOORS ENTRYAIMNG RM A B D H I J A -TEXTURE B-PAINT C-STUCCO D-12"02" CERAMIC TILE E-6%6" CERAMIC TILE F-OIL PAINT G-6"4" CERAMIC TILE 48" HIGH H-3" COLONIAL 1-6" COLONIAL AT BASE J-4" COLONIAL K-6" BULLNOSE AT BASE L-3" STANDARD M-NONE KITCHEN/DINETTE A B D H I J FAMILY ROOM A B D H J MASTER BEDROOM A B D H I J MASTER BATH A G E H K J BATH 2-7 A G E H K J UTILITY A B D M L L STORAGE A B D M L L CLOSETS A B D M L L GARAGE A C F M L L Imo— 15'-7" �n (ENTRY LIVING ROOM 22 -0" 6 POR H 2'-0" 5'-0" 2'-6" 5'-0" 2'- �@ ST FLOOR PLAN SCALE: 1 /4"=1'-0" 24'-0" CG) 3'-0" a 0 O 6'-0" 4 DINETTE N I I ifl } 0 2' I0 2' r I Ln N 5'-0" 20'-5 4'-0" 5'-0" 4'-4 7'-8" 3_O �J 4 -0 o 00 1 3, 7" o0 KiTC % 24'-4$' — N L 3'WH F • 7,-7" N 2'-11" I TORA_ GE EI TY o I I Ln 11'-2" 5-0" I 2,_9,r T } N I d GARAGE 22'-4" 3'- 24' v r7 0 0 i x 14WM ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite 1o6 Coral Springs, FL 33o65 Phone: (954) 757-8666 Fax: (954)757-7004 FILE COPY i W ;-4 O 00 8 r� co O ^ Cj 3 r C\ � Approved: qFp�- 100's Edwin M. Faerman, P.E. State of Florida License No. 46590 Revisions: FIRST FLOOR Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date:9/8/o6 S3 1A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span 0 degrees Spree er Bar or less of 1 /2 11 T a Line span approx. Truss must be set this way If crane used. Truax Is on example, your truss may not match. nsist crane operator sets truss this way. hag _Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This Is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A I FR "A N ® I— IE- F:;—'o " (7 —i i UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. L I • upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-0" Carrying Girder Nails must be as shown. Guide tabs c Dome angle nails. END DETAIL: TYPICAL @ LOWER ROOF ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 23' - 31' IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST TAKEN Do not set floor trusses upside down! Refer to engineering drawings. INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-o ABOVE FINISHED FLOOR INDICATES LOAD BEARIN(: WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER j AT A HEIGHT OF I V-9 ABOVE FINISHED FLOOR INDICATES LOAD BEARING t•JALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 22'-3 ABOVE FINISHED FLOOR 16", 26" & 28" DEEP PLUMB CUT END 4 x 2 Top Chord TOP OF LEDGER @ 11'-9" END DETAIL: TYPICAL FLOOR Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) 16d nails @ top & bottom of 2x4 A/"� vertical block. IAIT® restrained at each end. Secure w/(3)16d nails @ each vertical. Locate STRONGBACK as close to bottom cord as possible. STRONGBACKS are recommended to MINIMIZE VIBRATION �Approvi'U ❑ RcjccOed Ent,Ineerirtg, Inn, t 5t+"rsp1B Fad �, Itd 1GL� 301-1119is, rlOrida 32_'3f 5 __ I Aallhhd:c:Coma:.a! "'ek-Oc kind Rcsubrnit Submit "PocilIcd Pon This rcvtt'"t, nnly 4 c dl a ' rnt, •r Wish ll•t (1t. !hn C'.1 t , F:;:.•r,41 i. ul 1phau,•c 4 ul lilc ,u(liw p awk, apwhytl airs. F pp o a1 0l a ., , ,i s}'aif tt,t rtltatu'.o aill"w -11.O 111 vvTtialt t' 4 lacer is 1. t t •,rent L t V rt,,pi,r tl1l, t'cn du,cn a, to and t1 re 11t1 d tt tht luh m 11 iv.T11?a s at{ti.l+tit the �hr .�1 , I., tile, MrI 1BT'y lnncil oc we ., aril p¢ hAf'"i O U Crt 1 ft1 1 f r l ei ! <. kit li1C �' Ot3. oil' 414 ❑ +'r. u 1 .rt I , r t A3 011 ,.�■ 0 - Nil ® _ N LOWER ROOF & FLOOR TRUSS LAYOUT ALL FLOOR TRUS S ES ARE 28 If DEEP AT 24" OC UNLESS NOTED OTHERWISE 58 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 a/o per month service charge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSITTPI/WTCA 4 - 2002 A spreader bar maybe required per "BCSI 1-03" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square w Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. [—DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES • 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM H:,aaC,cORMS\Corm AY DOC 01IOVO4 82.2/91,D MI1EK 4.2 DESIGN CRITERIA PER CI DE SUCH ASS CRA REDUCIBLE County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-2002 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Floor Top Chord Live 30 40 Top Chord Dead 15 4.2 10 Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 5 TOTAL Load 65 7.2 55 Duration Factor 1.33 1 Wind Speed 145mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 27'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C:COASTAL Barrier Island No Conforms to Florida Building Code 2004 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 67969 Scale: 3/16 = 1' 251 total trusses, 58 different trusses. MI 4: SAE ACAD: SAE Reviewed By: -%or, Wzai-i Date:06/15/07 Revised:06/28/07 FOR TOM IZZO DESCRIPTION: DORAN RESIDENCE Alz PAGE 1 of 2 CUSTOMER INITIALS EACH PAGE 44* Cppy =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'—O: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. All DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span 0 degrees Spreader Bar or less .0 1,2 —► f g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Trull Is an exmnple, your lruse may not match. isist crone operator sets truss this way. ira9 !_—_ APprox 2/3 to —� Line 1/2 of Span REFER TO BCSI ... must be set this way If crane used. This Is an example• truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES j SUPPLIED BY BUILDER AT A HEIGHT OF 22'-3" ABOVE FINISHED FLOOR Nails must be as shown. Guide tabs Dome angle nails. upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 22'-3" END DETAIL: TYPICAL @ UPPER ROOF ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 23' - 31' IN LENGTH ® ® DO not Stay lid on trusses until the are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST TAKEN Do not set floor trusses upside down! Refer to engineering drawings. a,xion-1 ng, Irlc: 1021 1 t°:^,5i. sa- (:!a Poad, Suite 10d Ca Si;rir,gs, rlond333065 <Approved ❑ R:ic .:J Scivnir sris 11d licni ❑ Ar;:ruvcd;u Corrrcicd rJ R.vi_c anJ Resubmit Y it UII r,r!7`:S 6: n,Or dr'I h dt; ,n d+ r•ol cN+' + f k su+r�))'): irn 't1 y,i i h ' sly i ,I I rcxpar ,,; tor. dtr tui,r.. rn h � +. pr L .uteri ry�.•IV to tlu to tiu n� t+ ITrothok{ n�ht iris � '�' 411' r u •. o , n bl fil< `4t all cou:: at n.d'c and r list" tolu rs. I C � , -- UPPER ROOF TRUSS LAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal descl pllon of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees. 1. Trusses will be made in strict accordance with [his truss placement diagram layout, which is the sole authority for delermIning successful fabllcaten of the trusses. 2. All dimenslorrs II this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice Is furnished Chambers Truss shall have three (3) business days in which to begin repairs reguhed, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Dellvery Is to job site. It Is the buyer's responslblllty to make the job site suitable for delivery Chambers Truss ties the sole authority to deternihis the suitability of the job site or a portion of the job slip for delivery. Chambers Truss will be responsible for dump delivery only. T he buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliver because job site Is lint prepared for delivery or buyer is not prepared for delivery of trusses. Buyer N responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown In paragraph 7 below Is subject to change If any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. fills Is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections In event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9. In conslderatlon of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness including attorneys fees, If default In payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the Items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11, Design Iesponsibilitles are per National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses AN5111 PINVVCA 4 - 2002"" DATED-- SIGNED _ -- FOR— ---,--_-- _-- _TLFLE A spreader bar may be required per "BCSI 1-03" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this call cause collapse [—DO NOT SET TRUSSES USING THIS LAYOUT I USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM I ,oCTonMs,coN nwv Dor: nunvM 82.2/91.0 MIIFK 4.2 LOAUINGIIIFSION CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCI I AS SSG 1604.6.1 County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-2002 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Floor Top Chord Live 30 40 Top Chord Dead 15 4.2 10 Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 5 TOTAL Load 65 7.2 55 Duration Factor 1.33 1 Wind Speed 145rnph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 27'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C:COASTAL Barrier Island No Conforms to Florida Building Code 2004 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Charnbers Truss Inc. Drawing Name: 67969 Scale: 3/16 = 1' 251 total trusses, 58 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:06115/07 Revised:06/28/07 FOR �+ TOM IZZO I / 1f DESCRIPTION: DORAN RESIDENCE PAGE 2 of 2 CUSTOMER INITIALS EACH PAGE 67969 COP) XISM ENGINEERING, INC. 7 SITE PLAN N SCALE: N.T.S. TWO STORY MASONRY RESIDENCE 5,070 SQ. FT. CONDITIONED 672 SQ. FT. OTHER 5,742 SQ. FT. TOTAL DRAWING SCHEDULE SHEET TITLE REV. S1 SITE PLAN, FLOOR PLAN & NOTES 1 S2 FOUNDATION PLAN 0 S3 FIRST FLOOR PLAN 0 S4 FIRST FLOOR CONSTRUCTION PLAN 0 S5 SECOND FLOOR PLAN 0 S6 SECOND FLOOR TRUSS PLAN 0 S7 SECOND FLOOR CONSTRUCTION PLAN 2 S8 ROOF FRAMING PLAN 0 S9 WIND LOAD DIAGRAMS & STAIR DETAILS 2 SID SECTIONS 2 S11 CONSTRUCTION ELEVATIONS 0 S12 DOOR & WINDOW DETAILS 1 S13 EXTERIOR ELEVATIONS 0 S14 INTERIOR ELEVATIONS 0 S15 METAL FRAMING DETAILS 0 E1 ELECTRICAL PLAN 0 M1 MECHANICAL PLAN 2 P1 PLUMBING PLAN 1 HIM ❑g ,9 0 MASTER BEDROOM II z Cn In W 0 MASTER BATH o PORCH FAMILY ROOM DINETTE L cr u� ENTRY LIVING L. ROOM PORCH FIRST FLOOR PLAN SCALE: 1 /8"=V-0" K C 6o41 Fol M STORAGE GARAGE " PORCH 0 BEDROOM 3 GAME ROOM STUDY ®F\\J L 1 777 I � I DEN BEDROOM 2 BEDROOM.4 PORCH .T M 29-6' C2 FLOOR PLA SCALE:1 /8"=V-0" GENERAL NOTES: 1. THIS SET OF PLANS IS BEING PROVIDED FOR THE CONSTRUCTION OF A RESIDENCE. 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (F.B.C.), 2006 REVISED EDITION. 3. ALL STRUCTURAL ELEMENTS HAVE BEEN EVALUATED BY AXIOM ENGINEERING BY RATIONAL ANALYSIS DATED 06/06/07. 4. THE CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (F.B.C.) 2006 REVISED EDITION, AND ASCE 7-02 TO THE FOLLOWING DESIGN CRITERIA: - CATEGORY 11 - EXPOSURE C - IMPORTANCE FACTOR 1.0 - BASIC WIND SPEED IS CONSERVATIVELY ASSUMED TO BE 145 MPH - MAXIMUM DESIGN WIND UPLIFT PRESSURE IS 53.18 PSF - SOIL BEARING CAPACITY IS CONSERVATIVELY ASSUMED TO BE 2000 PSF(ACTUAL BEARING CAPACITY 2500 PSF PER GEOTECH REPORT) 5. ALL LUMBER CONNECTORS SHOWN SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUAL. INSTALLATION AND NAILING OF THE CONNECTORS SHALL BE IN STRICT CONFORMANCE WITH THE NAILING SCHEDULE. 6. , SPECIAL INSPECTION OF THE UNIT MASONRY IS REQUIRED BY A FLORIDA PROFESSIONAL ENGINEER (P.E.). 7. SPECIALTY ENGINEER TO PROVIDE SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR APPROVAL. SHOP DRAWINGS SHALL BE PROVIDED FOR THE FOLLOWING COMPONENTS: • ROOF TRUSSES • FLOOR TRUSSES • STAIR STRINGERS • HANDRAILS • GUARDRAILS MASONRY: 1. CONSTRUCTION OF UNIT MASONRY SHALL CONFORM TO THE F.B.C. SECTION R606, R607 AND R4407-3. 2. HOLLOW MASONRY UNITS SHALL CONFORM AT ASTM C-90, TYPE 1, GRADE N WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON THE NET AREA (F'm) OF 1900 PSI. 3. PER THE F.B.C. SECTION R606, STRUCTURAL DESIGN OF ENGINEERED UNIT MASONRY IS IN ACCORDANCE WITH ACI-530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND COMMENTARY. A SPECIAL INSPECTOR IS REQUIRED FOR ALL UNIT MASONRY. 4. FILLED VERTICAL MASONRY CELLS SHALL BE FILLED W/GROUT AS INDICATED ON THE DESIGN DRAWINGS AT A MAXIMUM OF 48" O.C. GROUT SHALL MEET THE REQUIREMENTS OF ASTM C476 AND HAVE A SLUMP OF BETWEEN 8" AND 11". 5. FILLED VERTICAL CELLS SHALL CONTAIN ONE #5 BAR. DOWELS SHALL BE PROVIDED IN THE ADJOINING CONCRETE. LAPS BETWEEN THE DOWELS AND THE VERTICAL REINFORCING SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 6. GROUT SHALL BE PLACED IN VERTICAL CELLS IN THREE APPROXIMATELY EQUAL LIFTS; EACH LIFT SHALL BE CONSOLIDATED BY THE INSERTION OF A VIBRATOR. 7. MORTAR SHALL BE TYPE M IN ACCORDANCE WITH ASTM C-270. 8. HORIZONTAL JOINT REINFORCING SHALL BE PROVIDED AT EVERY SECOND COURSE (16" VERTICALLY). THE REINFORCING SHALL BE LADDER TYPE WITH A MINIMUM WIRE SIZE OF 9 GAUGE. LAP JOINTS 6" (MINIMUM). EXTEND REINFORCING THROUGH ALL FILLED CELLS AND AT LEAST 8" INTO CAST COLUMNS. CONCRETE: 1. PLL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301-96. 2, ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) OF 3000 PSI. 3 CONCRETE FOR ALL FLAT WORK SHALL BE FIBER MESH REINFORCED WITH SYNTHETIC FIBERS IN THE AMOUNT OF 1-1/2 LBS PER CUBIC YARD OF CONCRETE. FIBER REINFORCEMENT SHALL BE PER F.B.C. R506.2.4.1(1). 4, REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH A MINIMUM YIELD STRENGTH (fy) OF 60 KSI. 5, UNLESS OTHERWISE SHOWN, CONCRETE COVER OVER REINFORCING STEEL SHALL BE 1-1/2" EXCEPT FOR THE REINFORCING STEEL IN THE CONCRETE STRIP FOOTING WHERE THE COVER SHALL BE 3". 6, SPLICES IN REINFORCING BARS IN BEAMS AND THE CONCRETE SLAB SHALL BE STAGGERED AND SHALL NOT BE LESS THAN 36 BAR DIAMETERS. 7, SPLICING IN REINFORCING BARS IN COLUMNS SHALL BE NOT LESS THAN 30 BAR DIAMETERS. B. CONTINUITY OF REINFORCING IN BEAMS AND IN CONTINUOUS FOOTINGS SHALL BE PROVIDED AROUND CORNERS FOR A MINIMUM LENGTH OF 48 BAR DIAMETERS BEYOND CORNER. 9. PROVIDE #3 STIRRUPS IN THE TIE BEAMS AS FOLLOWS: - FOUR 0 12" CENTERS ON EACH SIDE OF EACH CORNER OR BEND - AT 6" CENTERS OVER OPENINGS - AT 48" CENTERS ELSEWHERE 9. PROVIDE STIRRUPS IN STRUCTURAL BEAMS AM AS PER BEAM SCHEDULE SHEETS S6 & S8. 10. JOINTS IN FLATWORK SHALL BE LOCATED WHERE SHOWN ON DRAWING, SHALL BE AT LEAST 1" DEEP AND SHALL BE PRE -FORMED OR SAW -CUT WHILE CONCRETE IS GREEN. FOUNDATION: 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301-96. 2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH(f c) OF 3000 PSI. 3. CONCRETE COVER SHALL BE 3" TO EARTH. 4. CONCRETE SHALL BE WET CURED FOR A MINIMUM OF 3 DAYS FOLLOWED BY THE APPLICATION OF 2 COATS OF A CURING AGENT. 5. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 WITH A MINIMUM YIELD STRENGTH (fy) OF 60 KSI. 6. ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL AND SHALL BE HOT DIPPED GALVANIZED OR OTHER CORROSION -RESISTANT FINISH. ROOF: 1. INSTALLATION OF ALL ROOFING MATERIALS SHALL CONFORM WITH THE F.B.C. 2006 REVISED EDITION, CHAPTER 15. 2. PLYWOOD ROOF SHEATHING SHALL BE RATED FOR EXPOSURE I, HAVE A MINIMUM NOMINAL THICKNESS OF 5/8" WITH A (MINIMUM) 32/16 RATING AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 3. NEW PLYWOOD PANELS SHALL BE NAILED TO INTERMEDIATE SUPPORTS WITH 8d RING SHANK NAILS 0 6" C.C. IN ACCORDANCE WITH R4409.9.2.5 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION. 4, NAIL SPACING SHALL BE 6 INCHES ON CENTER AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4 INCHES ON CENTER AT GABLE ENDS WITH 8d RINGSHANK NAILS IN ACCORDANCE WITH F.B.C. 2006 RESIDENTIAL REVISED EDITION & CHAPTER 8 OF MIAMI-DADE COUNTY CODE. R4409.9.2.5. 5. NAILS SHALL BE HAND DRIVEN 8d RING SHANK OR POWER DRIVEN 8d RING SHANK NAILS OF THE FOLLOWING MINIMUM DIMENSIONS AS PER THE car 2006 RESIDENTIAL REVISED EDITION & CHAPTER B OF MIAMI-DADE COUNTY CODE. R4409.9.2.5.1. -0.113 INCH NOMINAL SHANK DIAMETER. -RING DIAMETER OF 0.012 INCH OVER SHANK DIAMETER. -16 TO 20 RINGS PER INCH. -0.280 INCH FULL ROUND HEAD DIAMETER. -2-INCH NAIL LENGTH. 6. NAILS OF A SMALLER DIAMETER MAY BE USED ONLY WHEN APPROVED BY AN ARCHITECT OR PROFESSIONAL ENGINEER AND ONLY WHEN THE SPACING IS REDUCED ACCORDINGLY. 7, NEW SLOPED ROOF COVERING SHOULD BE METAL STANDING SEAM ROOF, SEE S10 FOR DETAILS AND ADDITIONAL NOTES. ROOF AND FLOOR TRUSSES: 1. THE CONFIGURATION AND DIMENSIONS OF THE ROOF AN FLOOR TRUSSES SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. 2. THE ROOF TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO THE FOLLOWING MINIMUM LOADS: - DEAD LOAD = 25 PSF - LIVE LOAD = 30 PSF - WIND UPLIFT LOAD = 53.18 PSF FLORIDA LIC. CA 8421 10211 West Sample Road Suite lob Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954) 757-7004 LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH ASCE 7-02 AND THE F.B.C. 3. THE FLOOR TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO THE FOLLOWING MINIMUM LOADS: - DEAD LOAD = 15 PSF AIZ4, - LIVE LOAD = 40 PSFWI LOAD COMBINATIONS SHALL BE IN ACCORDANCE NTH ASCE 7-02 AND THE F.B.C. 4. ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN GENERAL CONFORMANCE WITH THE DETAILS SHOWN HEREIN AND CERTIFIED 004P BY A FLORIDA PROFESSIONAL ENGINEER. SEALED SHOP DRAWINGS OF THE TRUSSES SHALL BE PROVIDED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. 5. TRUSS STRAPS SHALL BE PROVIDED AND INSTALLED IN STRICT CONFORMANCE WITH THE DETAILS AND STRAP SCHEDULE CONTAINED HEREIN. 6. ROOF AND FLOOR TRUSSES DO NOT REQUIRE LATERAL BRACING ALONG THE TOP OF THE BOTTOM CHORDS WITH CONTINUOUS 1x4'S SINCE CEILING FURRING 0 16" C.C. SERVES AS BRACING, 7. TRUSS MANUFACTURER'S DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER (P.E.) AND BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. INTERIOR WALLS AND CEILING: 1. THE GYPSUM WALL BOARD SHALL COMPLY NTH THE STANDARDS SET FORTH IN SECTION R702 OF THE F.B.C. 2005 REVISED RESIDENTIAL EDITION, AND SINGLE OR MULTIPLE SYSTEM COMBINATIONS SHALL BE NOT LESS THAN 1/2" THICK ON WALLS AND 5/8" THICK ON CEILINGS. 2. GYPSUM WALL BOARDS SHALL BE FASTENED AS FOLLOWS: - 1/2" WALL BOARD: 1-3/8" NAILS/SCREWS 0 8" O.C. - 5/8" WALL BOARD: 1-5/8" NAILS/SCREWS ® 7" O.C. 3. UNDERLAY DRYWALL ON EXTERIOR WALLS WITH FIFOIL. 4. NEW WALL FINISHES SHALL BE DETERMINED BY OWNER. PARTITION WALL DRYWALL FRAMING: 1. STEEL STUDS AND RUNNERS USED TO CONSTRUCT FIRE RESISTIVE WALLS OR PARTITIONS SHALL BE DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 525, COATING DESIGNATION G40, MINIMUM; AND BE OF CHANNEL OR "C" TYPE SHAPE. THE TOTAL THICKNESS OF THE BASE METAL PLUS COATING SHALL NOT BE LESS THAN 0.0184" UNPAINTED AND NOT LESS THAN 0.0194" IF COATED AND PAINTED. STUDS AND RUNNERS SHALL COMPLY WITH ASTM C 645 AND HAVE A BASE METAL THICKNESS, BEFORE APPLICATION OF ANY COATING, OF NT LESS THAN 0.0179". STEEL STUDS AND RUNNERS USED IN PARTITION WALLS NEED NOT BE GALVANIZED, BUT MUST MEET ALL OTHER REQUIREMENTS. STRUCTURAL PROPERTIES OF STUDS AND RUNNERS USED IN PARTITION WALLS SHALL COMPLY WITH ASTM C 525. 2. STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES OR CABINETS SHALL BE DOUBLED OR NOT LESS THAN 20 GUAGE. 3. SUCH STUDS SHALL BE RIGIDLY CONNECTED TOP AND BOTTOM TO PREVENT SIGNIFICANT END ROTATION OR DISPLACEMENT. 4. A HORIZONTAL MEMBER SECURELY FASTENED TO NOT LESS THAN TWO STUDS SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE OR CABINET. 5. RUNNERS SHALL BE FASTENED TO THE CEILING, CONTIGUOUS WALLS AND PARTITIONS AND TO THE FLOOR AT INTERVALS NOT EXCEEDING 24" ON CENTER. SUCH ATTACHMENT MAY BE BY NAILS PENETRATING THE BASE MATERIAL NOT LESS THAN 5/8" OR BY SELF -DRILLING, SELF -TAPPING V 6. SHEET METAL SCREWS ATTACHING METAL TO METAL. THE GYPSUM WALL BOARD SHALL COMPLY WITH THE STANDARDS SET FORTH IN 2510.2 F.B.C., AND SINGLE OR MULTIPLE SYSTEM COMBINATIONS SHALL BE NOT LESS THAN 1/2" THICK. 7. GYPSUM WALL BOARDS SHALL BE FASTENED AS FOLLOWS: - 1/2" WALL BOARD: 1-3/8" NAILS/SCREWS 0 8" O.C. - 5/8" WALL BOARD: 1-5/8" NAILS/SCREWS 0 7" O.C. ('d B. UNDERLAY DRYWALL ON EXTERIOR WALLS WITH FIFOIL. 9. DRYWALL ON BOTH SIDES OF WALLS BETWEEN GARAGE INTERIOR SHALL BE TYPE "X". 10. DRYWALL ON CEILING OF GARAGE SHALL BE A DOUBLE LAYER OF 5/8" no TYPE "X". WALL FINISHES:�.� 1. NEW WALL FINISHES SHALL BE DETERMINED BY OWNER. 0 2. STUCCO ON EXTERIOR WALLS SHALL BE APPLIED IN THREE COATS NTH A MINIMUM OVERALL THICKNESS OF 1/2" IN ACCORDANCE WITH SECTION ' w 3. R4411.3 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION.00 GYPSUM WALL BOARD ON INTERIOR WALLS AND CEILINGS SHALL COMPLY V`] WITH THE STANDARDS SET FORTH IN SECTION R702 OF THE F.B.C. 2006 M REVISED RESIDENTIAL EDITION, AND SHALL NOT BE LESS THAN 1/2" ON rl WALLS AND 5/8" THICK ON CEILINGS. �✓ w STUCCO: i. SOFFIT SHALL BE FINISHED WITH ATHREE-PART APPLICATION OF STUCCO THAT COMPLIES WITH SECTION R4411.3.2.4 OF THE 2006 2. REVISED RESIDENTIAL EDITION. STUCCO SHALL BE APPLIED OVER 3/8 INCH RIB METAL LATH MEETING . rU�l U) co THE REQUIREMENTS OF TABLE R4411.3.2.3. OF THE F.B.C. 2006 O a REVISED RESIDENTIAL EDITION. METAL LATH SHALL BE FASTENED TO THE UNDERSIDE OF THE TRUSSES IN ACCORDANCE WITH THE - Approved: FASTENING SCHEDULE. 3. THE STUCCO SHALL BE FINISHED AND PAINTED. PAINT COLOR TO BE DETERMINED BY OWNER. DOORS: _ 1. FIELD VERIFY DOOR DIMENSIONS PRIOR TO FABRICATION. 2. THE EXTERIOR DOORS HAVE BEEN APPROVED BY MIAMI-DADE COUNTY AND HAVE BEEN VERIFIED TO MEET THE WIND LOAD REQUIREMENTS OF THE 2006 REVISED EDITION OF THE FLORIDA BUILDING CODE AND ASCE 7-02. ALL NEW EXTERIOR DOORS ARE IMPACT RESISTANT AND, AS JUN SUCH, STORM SHUTTERS ARE NOT REQUIRED. Edwin M. Faerrrxr try, P.E. 3. NEW DOORS SHALL BE PER THE DOOR SCHEDULE ON SHEET S12. State of Fiori 1 ieense No. 46590 Revisions: WINDOWS: REV 1 INCORP. CODE COMMENTS 1. FIELD VERIFY WINDOW DIMENSIONS PRIOR TO FABRICATION. 2. THE SPECIFIED WINDOWS HAVE BEEN APPROVED BY MIAMI-DADE COUNTY AND HAVE BEEN VERIFIED TO MEET THE WIND LOAD REQUIREMENTS OF THE 2006 REVISED EDITION OF THE FLORIDA BUILDING CODE, AND ASCE 7-02. THE WINDOWS PROVIDED ARE IMPACT RESISTANT AND, AS SUCH, STORM SHUTTERS ARE NOT REQUIRED. 3. NEW WINDOWS SHALL BE PER THE WINDOW SCHEDULE ON SHEET S12. THESEARE SU PLANS AND ALL PROPOSED WORK REQUIRED BY IEL&JT TO �BPECTORSONS THAT MAY BE NECESSARY IN CHOIR TO COMPLY MTN ALL APAXAM OM4 SITE PLAN FLOOR PLANS & NOTES ST. LUCIE COUNTY ■UILDINO DI Scale: AS NOTED Project No: REv Drawn: S.A.H. REYI FOR P Checked: D.J.R./S.T.B. 5765-404 PLAN ND PERMIT'Sheet Approved: E.M.F. NO: MUST Of KEPT ON JOB OR NO INSPMTION WILL BE MADE Date: 9/8/o6 S 1 SLOPE 1/8" PER FT. _ TOP OF SLAB ELEVATION 0'-0" (REF.) R TOP OF FOOTING 71VELEVATION-0'-16" 1-- 24" #5 IN FILLED CELL PER PLAN (SEE SHEET S4) (3) #5s #5 0 12" C.C. 3" MIN COVER GB-1 A - SCALE: 1 /2"=1'-0" SLOPE 1 /8" PER FT. Ak TOP OF SLAB ELEVATION 0'-0" (REF.) TOP OF FOOTING LI ELEVATION-0'-16" a '' 36" GB-2 B SCALE: 1/2"=1 #5 IN FILLED CELL PER PLAN (SEE SHEET S4) NEW MASONRY WALL 4"SLAB WITH #6 WWF (3) #6s #6 0 12" C.C. 3" MIN COVER #5 IN FILLED CELL PER PLAN (SEE SHEET S4) TOP OF SLAB ELEVATION 0'-0" (REF.) b =1 1=1 1=1 " I= TOP OF FOOTING Y ELEVATION-0'-16° N '! �✓ #6 10" G.G. L "--42"'' 3" MIN COVER TOP OF SLAB Y ELEVATION -0'-4" (REF.) TOP OF FOOTING ELEVATION-0'-16" A. `v #5 IN FILLED CELL PER PLAN (SEE SHEET S4) ... Z F-1 D --- SCALE: 60" HIGH MASONRY WALL TO HIDE A/C UNITS & POOL PUMP 4" THICK SLAB FOR - A/C UNITS & POOL 42„ PUMP 4. TOP OF SLAB ELEVATION -0'-2" (REF.) - - - ' -1= _ II, IITi"=1I-1il-iT TOP OF FOOTING ELEVATION—0'-16" °' d . r • GB-1 (6) #6 BARS EACH WAY 3" MIN COVER (: )-I C E SLAB SCALE: 'OF SLAB VATION -0'-4" OF FOOTING NATION -0'-16 r 36" SLOPE 1/8" PER FT. PORCH SLAB SCALE: 1 /2"=1'-O" GRADE BEAM SCHEDULE MARK SIZE WDIDPTTH LENGTH REINFORCING CROSS LONGITUDINAL REMARKS GB-1 24"02" CONT. #5@12" C.C. (3)#5 313-2 36%12" CONT. #6@12" C.C. (3)#6 GB-3 42' 12" CONT. #6@10" C.C. (4)#6 F-1 66%12" 66" (6)#6 (6)#6 X I sM ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite 1o6 Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954)757-7004 z w Q W O x Approved: all, Edwin M. Faermn,'P.E. State of Florida License No. 46590 Revisions: FOUNDATION I Scale: AS NOTED I Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 S 2 a 5'-5" %11 on 8'-10" 2' R o TRAY CEILING (TYP.) R MASTER R T M BEDROOM 15' - 4" 7-4 8'-2" 2 _8.. R I 0 3 -0" N ORI N R H c� 2'-10" 3'-0" S-2" 9'-0 POOL PUMP n ^ AIR HANDLER ,.(WJ� 6 - LJ— FIRST FLOOR ® et, 9'-7" 8'-5" 2'-8" 3'-0" io AIR �' HANDLER SECOND FLOOR ASTER o 0 BATH N O 00 5'-0" n 4' HIGH PRIVACY o 15'-4" WALL FINISH SCHEDULE ROOM CEILING WALL FLOOR TRIM NOTE: ALL MATTERS OF MATERIALS AND METHODS SHALL BE SUBJECT TO ADVICE AND CONSENT BETWEEN CONTRACTOR AND OWNERS. CEILING WALL ENTRYAIVING RM A B D H I IDOORS A -TEXTURE B-PAINT C-STUCCO D-12%12" CERAMIC TILE E-6"4" CERAMIC TILE F-OIL PAINT G-6"x6" CERAMIC TILE 48" HIGH H-3" COLONIAL 1-6" COLONIAL AT BASE J-4" COLONIAL K-6" BULLNOSE AT BASE L-3" STANDARD M-NONE KITCHEN/DINETTE A B D H I FAMILY ROOM A B D H I MASTER BEDROOM A B D H I J MASTER BATH A G E H K J BATH 2-7 A G E H K J UTILITY A B D M L L STORAGE A B D M L L CLOSETS A B D M L L GARAGE A C F M L L 17'-0" 0 26'-2" qA" PORCH 10'-3" EAM LY R 00 20'-5" 6'-0" 4 DINETTE 20'-5" 5'-0" 4'-0" 5'-0" 1 4'-4" Qw UU 3 -0" l 4'-0" o 3 7 � p I M K�TC co % I R 0 N � cV 00 _ b 1 R o a 3'-7" ro o n t0 N _ 3'-0" 15'-7" 1 2. (ENTRY LIVING to N ROOM M = 22'-0" POR H 5-0" 2'-6" 5'-0" 2'- o0 0 1ST FLOOR PLAN (\I 24'-0" 5'-0" 2' r I 2" LVA � I. 111��1� 1 5'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN DRDER TO COMPI<Y WITH A" APPLICA50 0000 GARAGE 22'-4" 24'kO" 2'-9" N 1 I I I I I I I x 1 ®M ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 33o65 Phone: (954) 757-8666 Fax: (954) 757-7004 Approved: Edwin M. Faerman^ E. JUN-2 0 2097 State of Florida License No. 46590 Revisions: FIRST FLOOR Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 3 x 149M ENGINEERING, INC. I�= _•«� _ millI /= 0If[WR LI0 A?-i= SCALE: N.T.S. PLAN SCALE: 1 /4"=1'-0" SLOPE: 1 /8" PFR FL SECTION 2 FRONT PORCH SCALE: 1 /2"=1'-0" SLOPE: 1/8" PER FT. #6 0 12" AT TOP & #6 ® 8" 0 TOP & BOTTOM OF SLAB BOTTOM OF SLAB R Y} i 3 SECTION PORCH SESCALE:1 /2"=1'-O" "n�CLOSET SLAB 'RAP N N CB— 201 CB202 ECTION SCALE:1/2"=1'-0" THOSE PLANS AND ALL PROPOSEDARE SUBJECT To ANY WORK REQUIRE S BY FIELD MAY SO NECESSARY IN ORDER TO COMPLY WITH ALL APPLIOAILI O001lA n CB-203 BEAM SCHEDULE MARK TYPE SIZE REINFORCING TOP BOTTOM STIRRUPS ELEV. TOP OF BEAM CB201 CONCRETE 8"x18" 2 8 2 #8 #3 @ 8" C.C. #3 @ 8" C.C. CB202 CONCRETE 10"x22" 2 10 2 10 #3 © 9" C.C. #3 © 9" C.C. CB203 CONCRETE 8"x14" 2 6 (2) #6 SEE CONC. NOTE #8 FLORIDA LIC. CA 8421 io2Yi West Sample Road Suite io6 Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954)757-7004 Approved: JUIL 7. R Tin;. Edwin M. Faerman, ) .E. State of Florida License No. 46590 Revisions: SECOND FLOOR TRUSS PLAN I Scale: AS NOTED l Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 S6 2'-3" 3'-0" O • 0 I iv STANDING SEAM ROOF_/ OVER BATH FOR METAL ROOFING O DETAILS, SEE S10 I ELEG El i E I E4 9 ❑ ❑ 0 ❑ ®OD ®C f— 1�I 4" • • • • 00 � C-1 S-1 8" 8'-3" ro _ s1 _ S1 I S1 PORCH I � O 7'-7" 3'-0° 2'-6° 8'-10" 6'-0" S1 ml STUDY GAME ROOM - SEE SHEET S12 FOR 4 O 21 DOOR AND WINDOW SCHEDULES AND DETAILS s14 11 NOR i 1 I 13 9 14 BEDROOM 4 COLUMN SCHEDULE MARK SIZE REINF. TIES REMARKS C-1 8"x16" (8) #6 # 3 ® 8" C.C. STEEL HSS 4"x4"x1/4" /COLUMN SEES-1 BASECPLATE OR DETAILS © © Mill• • f BALUSTRADE BY OTHERS INSTALLATION OF HANDRAILS MUST CONFORM TO R311.5.6 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION GUARDS MUST CONFORM TO R312 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION ALL HANDRAILS AND GUARDS SHALL BE CAPABLE OF RESISTING A 200# CONCENTRATED LOAD APPLIED IN ANY DIRECTION ALONG THE TOP AS PER R301.5 OF THE F.B.C. 2006 REVISED EDITION. N.O.A. OR SHOP DRAWINGS TO BE REVIEWED BY THE ENGINEER OF RECORD AND ADDRESSED BY A REVISION TO THE DRAWINGS AT A LATER DATE. RAILING SEE DETAIL 5/S9 DEN 0 5'-O° 2'-6" 0 5'-O" 2' PORCH- 1 _ I `' 11 6,_4" 1' —71 T 11)HSECOND FL 8'- 3 05'-O'O 2' STANDING SEAM ROOF OVER GARAGE FOR METAL ROOFING DETAILS, SEE S10 I R CONSTRU PH S1 RAILING BY OTHERS INSTALLATION OF HANDRAILS MUST CONFORM TO R311.5.6 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION GUARDS MUST CONFORM TO FR312 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION ALL HANDRAILS AND GUARDS SHALL BE CAPABLE OF RESISTING A 200# S1(11 CONCENTRATED LOAD APPLIED IN ANY DIRECTION ALONG THE TOP A5 PER R301.5 OF THE F.B.C. 2006 REVISED EDITION. N.O.A. OR SHOP DRAWINGS TO BE REVIEWED BY THE ENGINEER OF RECORD AND ADDRESSED BY A REVISION TO THE DRAWINGS AT A LATER DATE. 1 rl L S-3„ 3,-0" 7'-7" 3 0 s1 FF E 4'-5" 3'-0" r — RAILING SEE SECTION 2/S10 3'-10" SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SCI. FT. FOR GROUND FLOORS, 6.7 Sa FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20V SILL NOT MORE THAN 44" ABOVE FLOOR. BEDROOM 3 BEDROOM 2 AM SCALE: 1 /4"=1'—O" a 3'-01, C1 4'-4" FILE COPY X �M ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 3666 Phone: (954) 757- 8 Fax: (954)757-7004 zI 0 OM ��WIIIIIIIIIIIIIIIn i r In 4 n O F� Q L " 0 M � w • 0 O U � Approved: THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS Edwin M. Faerrnan, P.E. 111N 8 2�0' REQUIRED BY FIELD INSPECTORS THAT State of Florida License No. 46590 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPL,ICABLI CCQSs, Revisions: REV 1 1INCORP. CODE COMMENTS REV 2 IINCORP. CODE COMMENTS WALL LEGEND - COLUMN ® FILLED CELL METAL FRAMED WALL E MASONRY WALL SECOND FLOOR CONSTRUCTION Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 7 STRAP SCHEDULE- (ALL STRAPS ARE SIMPSON SMNG-TIE) DESIGNATION TYPE FASTENERS (PER STRAP) ALLOWABLE UPLIFT LOAD MAXIMUM UPLIFT LOAD NOTICE OF ACCEPTANCE "A" HGT-2 (16) 10d INTO GIRDER (2) 3/4"0 U.S. ANCHOR "ULTRAWEDGE" WEDGE ANCHOR 4406 LBS 3557 LBS F REPORNOA T 474.134 W/3.25" EMBEDMENT INTO CONCRETE (22) 10d INTO GIRDER "B" MGT (2) 5/8"0 U.S. ANCHOR "ULTRAWEDGE" WEDGE ANCHOR W/7" EMBEDMENT INTO CONCRETE 2925 LBS 2547 LBS _ NIOA20430430.02 "C" (1) HHETA (12) 10d INTO TRUSS EMBEDDED INTO CONCRETE 2235 LBS 2170 LBS SIM 2004-01 (9) 10d INTO TRUSS 1450 LBS 1303 LBS SIM 2004-01 "D" (1) META20 EMBEDDED INTO CONCRETE (2) L30 396 LBS 186 LOS FL REPORT "E" (1) TOP AN (8) 10d INTO JACK 474.225 (1) BOTTOM AND TRUSS GIRDER CHORD H8 (7) 10d NAILS 795 LBS 177 LBS SIM 2003-01 BEAM SCHEDULE TYPE SIZE REINFORCING STIRRUPS ELEV. TOP TOP BOTTOM OF BEAM RB-1 CONCRETE 8"x14" 2 6 2 6 SEE CONC. NOTE #9 22'- 3" RB-2 CONCRETE 8"x22" 2 8 2 #8 SEE CONC. NOTE #9 22'-3" BEAMCONCRETE 5/8" CDX PLYWOOD NEW FASCIA �- (2_) 16d NAILS AT FASCIA. TYP. 9Sa I� area =4 I I . . . . . . . . . -SGx6 8d RINGSHANK PLYWOOD axQ EDGE axa a 6 C.C. INTERMEDIATE E SUPPORTS axa x� I6 � 8d RINCGCHANK NAILS 0 PANEL EDGES a aka WOOD TRUSSES SEE PLAN 2 SHEATHIN SCALE: 3/16"=1'-O" LEAD VENT THROUGH EMBED VENT IN ROOF FLASHING — LAYER OF MASTIC TURN DOWN PIPE 1" MINIMUM STANDING SEAM ROOF SEE NOTES ON SHEET S10 ASPHALTIC o ROOF LAYERS PVC VENT THROUGH ROOF 3 VENT DETA L SCALE: 3/4"=1'-0" THIBE PLANS AND ALL PROPOSED WORK AN[ SUBJECT TO ANY CORRECTIONS NICUIRED BY MELD INSPECTORS THAT NY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 1. SPACE DIAGONAL BRACING AT MAX. 10' O.C. ALONG DEPTH OF BUILDING 2. SEE PLAN FOR BRACE LOCATION /x\\ / 2x4 x 8' TOP CHORD HORIZONTAL 5/8" PLYWOOD 2X4 DIAGONAL BRACES WITH (2) 10d NAILS AT HORIZONTAL BRACE BRACE LAP 2'. NAIL TO TRUSS CHORD WITH (2) 10d NAILS ROOF TRUSS — 2x4 NAILED TO BOTTOM CHORD WITH (2) 10d NAILS 1 x3 FURRING STRIPS ® 16" O.C. NEW 5/8" DRYWALL qBRACING DET ' SCALE: 3/4"=1'-O" X ®i� ENGINEERING, INC. FLORIDA LIC. CA 8421 io2ii West Sample Road Suite io6 Coral Springs, Fl, 8666 Phone: (954) 757- Fax: (954) 757-7004 W O x Approved: n� f kry %fi: Edwin M. Faerm State of Florida Revisions: ct 'O i--i C—' 00 a, co . 0 w Uo .,..4 C-0 0 0 4 �ulz' a �-2ner� E. ise No. 46590 ROOF FRAMING I, Me & NOTES I Scale: AS NOTED I Drawn: S.A.H. ILChecked: D.J.R./S.T.B. Approved: E.M.F. Date: 9/8/o6 Project No: 5765-404 Sheet No: S8 UPLIFT = 88.4 PLF GRAVITY = 110 PLF -Jbft- / X 1 ®M ENGINEERING, INC. c MANUFACT( FLOOR Tf 1 /2"0 HILTI HLC MASONRY WALL ALONG STRINGER CLOSET D FRAP UrLW I UUNUI HUIV R=-2168.8 LBS SCALE: 3/8"=1'-0" nnr nA AAII Ir-A1 71 IE)E-M UPLIFT = -154.6 PLF GRAVITY = 192.5 PLF SCALE: 3/8"=1'-O" UPLIFT = -154.6 PLF GRAVITY = 192.5 PLF SCALE: 3/8"=1'-O" STAIR CONSTRUCTION: # OF STEPS: 19 4 - TOTAL LENGTH: 15'-8" TOTAL HEIGHT: 12'-0" TREAD DEPTH: loll RISER HEIGHT: 7" PRE —MANUFACTURED WOOD STRINGERS MUST BE DESIGNED TO CONFORM TO R311.5.3 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION. SHOP DRAWINGS MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. ALL STRINGERS MUST BE CAPABLE OF RESISTING A 40 PSF LIVE LOAD IN ACCORDANCE WITH 301.5 OF THE F.B.C. 2006 REVISED EDITION. 4STAIR SECTION SCALE: 1 /2"=1'-0" z -3556.5 LBS UPLIFT CONDITION R=-2280.8 LBS GIRDERS G1, G2, & TRUSS T1 ARE INTENDED TO BE REPRESENTATIVE AND THEIR CONTROLLING LOAD DIAGRAMS ARE SHOWN BELOW FOR ALL OTHER TRUSS LOADINGS SEE AXIOM ENGINEERING CALCULATIONS DATED 06/06/07 TRUSSES AND GIRDERS ARE TO BE DESIGNED AND SEALED BY A FLORIDA P.E. AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. FOR GUARD LIFE I SEEAA/S9 z x Q 00 FILE COPY SUPPLIER SHALL ENGINEER GUARDS TO CONFORM WITH R312 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION SHOP DRAWING SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR APPROVAL AND ADDRESSED BY A REVISION TO THE DRAWINGS AT A LATER DATE. SUPPLIER SHALL ENGINEER HANDRAILS TO CONFORM TO R311.5.6 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR APPROVAL. GUARDS MUST CONFORM TO R312 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION ALL HANDRAILS AND GUARDS SHALL BE CAPABLE OF RESISTING A 200# CONCENTRATED LOAD APPLIED IN ANY DIRECTION ALONG THE TOP AS PER R301.5 OF THE F.B.C. 2006 REVISED EDITION. ENGINEER OF RECORD SHALL ADDRESS AS A REVISION TO THE DRAWINGS AT A LATER DATE. A ^ 5 SCALE: 1 /2"=1'-0" A WINDLOAD KEY SCALE: 1 /4"=1'-0" LESS THAN 4" (TYP) SPACING THE HANDRAIL MUST CONFORM TO R311.5.6 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION. 1 1 /4" MIN. 2" MAX SCALE: 1"=V-0" IQ TYPICAL HANDRAIL V TYPICAL WOOD HANDRAIL FLORIDA LIC. CA 8421 10211 West Sample Road Suite 1o6 Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954) 757-7004 W O z Approved: THESEPLgNSANDALL P APES lIS SECT TOANyCOgA�SED WOR REOUIREDSYPIELMAYBENEcESDINSP DONS #0 V INI Pp1 ORDER T 0 T HAT COpe®, ',111N.-Y 0 26�9 Edwin M. Faerman, P.E. State of Florida License No. 46590 Revisions: REV 1 INCORP. CODE COMMENTS REV 2 JINCORP. CODE COMMENTS ROOF TRUSS TYPICAL SPINDLE I PLAN & STAIR DETAILS TYPICAL STRINGER Scale: AS NOTED Project No: AND PLATE Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 )ETAIL Approved: E.M.F. Sheet No: SCALE: 3"=1'-0, Date: 9/8/o6 9 TOP OF TIE BEAM ELEVATION 22'-3" TOP OF TIE BEAM ELEVATION 12'-0" TOP OF ROOF_ ELEVATION 29'-6" SEE DETAIL A/S10 BEDROOM 2 I FLOORING TO BE DETERMINED BY OWNER / 3/4" SU8FL28" FLOOR TRUSS R 0 N TOP OF SLAB ELEVATION 0'-0" 0 (REF.) BALUSTRADE BY OTHERS INSTALLATION OF HANDRAILS MUST CONFORM TO IOF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION GUARDS MUST CONFORM TO R312 OF THE F.B.C. 2006 REVISED RESIDENTIAL EDITION ALL HANDRAILS AND GUARDS SHALL BE CAPABLE OF RESISTING A 200# CONCENTRATED LOAD APPLIED IN ANY DIRECTION ALONG THE TOP AS PER R301.5 OF THE F.B.C. 2006 REVISED EDITION. N.O.A. OR SHOP DRAWINGS TO BE REVIEWED BY THE ENGINEER OF RECORD AND ADDRESSED BY A REVISION TO THE DRAWINGS AT A LATER DATE. STORAGE GB-1 STUCCO OVER WIRE LATH PORCH 0 I PORCH GB-2 CLOSET 11 HALL 11CL �L DEN 16" FLOOR TRUSS SEE DETAIL B/S10 LIVING ROOM GB-3 N GB-1 0 I 0 EAST -SO DEN METAL FURRING CHANNELS 0 16" C.C. LIVING ROOM TOP OF ROOF ELEVATION 29'-6" 1/2" DRYWALL METAL FRAMED NON -LOAD BEARING WALL 16" FLOOR TRUSS V 5/8" DRYWALL 1x3 HORIZONTAL FIRE STOPS AT TOP, BOTTOM AND MID -HEIGHT OF ALL MASONRY WALLS ENTRY GB-1 CL CLOSET BATH SEE DETAIL E/S10 CLOSET ST SECTION THROU GB-1 0 n MASTER GB-1 HOUSE SCALE: 1 /4"=1'-O" ROOF NOTES 1. ROOF BY DREXEL METALS CORPORATION -SNAP LOCK PANEL 24 GAUGE OR EQUIVALENT. 2. PANELS SHALL BE SECURED ALONG THE MALE RIB WITH APPROVED CLIPS 0 16" C.C. WITH TWO CORROSION RESISTANT #10 WAFER HEAD FASTENERS OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE SHEATHING A MINIMUM OF 3/16". 3. ALLOWABLE PRESSURE: • -82.5 PSF MAXIMUM UPLIFT PRESSURES: • FIELD -45.84 PSF • PERIMETER -79.28 PSF • CORNER -79.28 PSF 4. UNDERLAYMENT- MINIMUM UNDERLAYMENT SHALL BE AN ASTM D 226 TYPE II INSTALLED WITH A MINIMUM 4" SIDE -LAP AND 6" END -LAPS. UNDERLAYMENT SHALL BE FASTENED WITH CORROSION RESISTANT TIN -CAPS AND 12 GUAGE 1 1/4" ANNULAR RING SHANK NAILS SPACED 6" O.C. AT ALL LAPS AND STAGGERED ROWS 12" O.C. IN THE FIELD OF THE ROLL OR ANY APPROVED UNDERLAYMENT HAVING A CURRENT NOA. 5. FIRE BARRIER BOARD - ANY APPROVED FIRE BARRIER HAVING A CURRENT NOA. FOR CLASS A OR B FIRE RATING, INSTALL MINIMUM 1/4" THICK GEORGIA PACIFIC "DENS DECK" (WITH CURRENT NOA) OR MINIMUM 4MM THICK OF TRITER, ROCKROOF (WITH CURRENT NCA) OR 5/8" WATER RESISTANT TYPE "X" GYPSUM SHEATHING WITH TREATED CORE AND FACER. TOP OF TIE ELEVATION 8'-0' 0 BATH R-30 BATT INSULATION METAL FURRING CHANNELS 0 16" C.C. 5/8" DRYWALL 1x3 HORIZONTAL FURRING STRIP 0 TOP, BOTTOM AND MID -HEIGHT 1/2" DRYWALL 8x14 TIE BEAM MASONRY WALL SNAP LOCK PANEL 24 GAUGE METAL ROOF OR EQUIVALENT MIN. ASTM D226 TYPE II ROOFING FELT FIRE BARRIER BOARD XI49M ENGINEERING,INC. 5/8" PLYWOOD SHEATHING MANUFACTURED TRUSS FLORIDA LIC. CA 8421 DRIP EDGE 2x6 FASCIA io21i West Sample Road Suite i06 Coral Springs, FL 33065 STAINLESS STEEL Phone: (954) 757-8666 INSECT SCREEN Fax: (954) 757-7004 3" CONTINUOUS SOFFIT VENT STUCCO OVER WIRE LATH TYPE "D" STRAP A)SOFFIT�DETAIL 1/2" DRYWALL MASONRY WALL 10 HORIZONTAL FURRING STRIP STUCCO 5" THICK PORCH SLAB , #6 BAR HOOK BAR 8%14" TIE BEAM FURRING STRIPS AT TOP, BOTTOM AND MID -HEIGHT 1/2" DRYWALL- /6 SCALE: 1/2 =1 -0 SIMPSON H2.5 STRAP FLOORING TO BE DETERMINED BY OWNER 3/4" SUBFLOOR 16" FLOOR TRUSS DOUBLE 2x8 LEDGER BP 1/2 BEARING PLATE 1/2" HILTI HLC SLEEVE Si ANCHORS 0 12" C.C. (2)#10 SCREWS 10 FURRING STRIPS 0 16" C.C. 5/8" DRYWALL METAL CHANNEL 0 48" C.C. MAX. METAL CHANNEL METAL FURRING CHANNELS 016" C.C. MAX DETAIL SCALE: 1 /2"=1'-O" BULL -NOSE STAIR EDGE METAL FRAMING TOP OF SLAB Lli i!-' ELEVATION 0'-0" STRINGER 1/2" DRYWALL SIMPSON H2.5 STRAP BOTTOM PLATE S-4" FLOORING TO BE GB-1 2x4 BLOCKING DETERMINED BY OWNER 3/4" SUBFLOOR SIMPSON H2.5 STRAP jll��yyll 28' FLOOR TRUSS 16" TRUSS 8"x14" TIE BEAM METAL FURRING SEE DETAIL B/S10 FOR FILE COPY CHANNELS 0 16" C.C. TRAY CEILING FRAMING 5/8" DRYWALL TOP OF TIE BEAM ELEVATION 22'-3' 1/2" DRYWALL PORCH METAL RAILING BY OTHERS INSTALLATION OF HANDRAILS MUST CONFORM TO R311.5.6 OF THE METAL FRAMED F.B.C. 2006 REVISED RESIDENTIAL EDITION NON -LOAD GUARDS MUST CONFORM TO R312 OF THE F.B.C. BEARING WALL ^ 2006 REVISED RESIDENTIAL EDITION ALL 0 GAME ROOM -ol HANDRAILS AND GUARDS SHALL BE CAPABLE OF RESISTING A 200# CONCENTRATED LOAD APPLIED o IN ANY DIRECTION ALONG THE TOP AS PER R301.5 OF THE F.B.C. 2006 REVISED EDITION. FLOORING TO BE N.O.A. OR SHOP DRAWINGS TO BE REVIEWED BY DETERMINED BY OWNER THE ENGINEER OF RECORD AND ADDRESSED BY A N 3/4" SUBFLOOR REVISION TO THE DRAWINGS AT A LATER DATE. a 28" FLOOR TRUSS 4, 9„ TOP OF TIE BEAM ELEVATION 11'-8" Q 6 2 Q VAN=NVIIINVIMETAL FURRING 5/8" DRYWALL CHANNELS 0 16" SEE DETAIL C.C. D/S10 SEE DETAIL Ill 0 M I FAMILY ROOM PORCH N -;, SIMPSON F 1x3 HORIZONTAL FIRE STOPS 1/2" HILTI HLC AT TOP, BOTTOM AND ANCHORS 0 MID -HEIGHT OF ALL (2)2x8 LEE MASONRY WALLS STANDING SEAM RO 1 1 / PLYWOOD SHEATHINC ELEVATION -4 -_ l_' -11!I! !IITi lrll, -III - - - ......,.:. :.:. ,.... ... . . ., - :..:....... ..� �I !IN = Ii _ _!F PREFABRICATED ROOF TRUSS GB-3 GB-3 GS-2 SOUTHEAST -NORTHWEST SECTION THROUGH HOUSE G SCALE: 1 /4"=1'-0" R-30 INSULLATIO METAL FURRING CH 5/8" D C STAIR DETAIL FLOORING TO BE 1/2" DRYWALL DETERMINED BY OWNER 3/4" SUBFLOOR MASONRY WALL 28" FLOOR TRUSS 1x3 HORIZONTAL FURRING STRIP SIMPSON H2.5 STRAP DOUBLE 2x8 LEDGER STUCCO BP 1/2 9" THICK BEARING PLATE PORCH SLAB 1/2" HILTI HLC SLEEVE #6 BAR ANCHORS 0 12" C.C. METAL FURRING HOOK BAR CHANNELS 0 16" C.C. 8"x14" TIE BEAM 5/8" DRYWALL FURRING STRTOMIPS AT MID -HEIGHT 1/2" DRYWALL OLEDGER DETAIL LE: 1 / ..5 STRAP BEAM :K SLAB #6 BAR x3 FURRING STRIPS D 16" C.C. 1x3 FURRING STRIP 0 TOP, BOTTOM AND MID -HEIGHT OF WALL METAL CHANNEL :TAL FURRING CHANNEL 16" C.C. DRYWALL WALL IL MASTER EATH SCALE: 1 /2"=1'-O" rHESEP�Ns^,' I NYQ ESUBEcr 4 PROP MA 001RED BYTE 'NCCRRFCSE0W, All JO o, MWirhS44A AD&q oS N4T 10kC�lgpp�e W CIO 00 w � co w c y 3 1� • rU1 C4 M M O � Approved: i Edwin M. Faerman,P,E. 1U �2 Q 2007 State of Florida License No. 6 4 590 Revisions: REV 1 1INCORP. CODE COMMENTS REV 2 1INCORP. CODE COMMENTS SECTIONS Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 S10 POURED CONCRETE TIE BEAM WITH (6) #5's AND #3 STIRRUPS @ (2) #5's IN DIAC IN CONCRE' POURED COI WITH (4) #� #3 STIRRUPS NELSON STUD SEE DETAIL B/S11 10"0 DECORATIVE COLUMN SHEATHING 4x4 HS5 STEEL COLUMN DECORATIVE BOX SEE DETAIL D/S11 4" THICK PORCH SLAE STEM WALL FOOTING STEEL PLATE SEE DETAIL C/S11 1 SOUTHEAST ELEVATION SCALE: 3/16"=1'-O" �OR�TH�WE�ST�ELEVATION.SCALE: 3/16"=1'-O" 45 VERT. #5 VERT. #5 VERT. STEEL #3 STIRRUPS —i STEEL I #3 STIRRUPS I STEEL A ARCH DETAIL (2) ADDITIONAL #6 BARS #5 STIRRUP ® 8" C.C. NEW CAST IN PLACE CONCRETE BEAM CAP PLAT 8x8x1 /: HSS 4x4x1 /4 SEE SHEETS S4 & S7 FOR WINDOW AND DOOR LOCATIONS SEE SHEET S12 FOR WINDOW AND DOOR SCHEDULES AND DESIGN PRESSURES DRIED LOAD TYP.) (2) ADDITIONAL #6 BARS ® DROP (4) NELSON STUDS H4L 1/2"x3-1/8" (TYP.) SCALE: 1/2"=V-0" 4x4x1/4" COLUMN 00 8„ 3/16 BASE PLATE DETAIL FILE '00hop (4) NELSON STUDS H4L 1/2"x3-1/8" (TYP.) R TOP PLATr~ DETAIL STEEL 'LATE DETAIL SCALE: 1 /2"=1'-0" FD 32" AA�1;11'.1 111'1�1'.1�:11: 2x4 TOP PLATE 2x4 P.T. STUD 5/8" P.T. PLYWOOD SHEATHING 2x4 BOTTOM PLATE STUCCO OVER DIMPLED SELF -FURRING LATH xI&M ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954) 757-7004 J14 BOX DETAIL SCALE:1/2"=1'-O" CONSTRUCTION ELEVATIONS I Scale: AS NOTED I Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 S11 N 0 0 0 h 'gI NI �I' A 10 10 AI � 1 1/4" MIN, EMBEDMENT 3/16"0 TAPCON ANCHOR (TYP.) 10 OR 20 WOOD BUCK (TYP.) ANCHOR AS NEEDED W/TAPCON W/1-1/4" MIN. EMBEDMENT (TYP.) 1 1/4" MIN. EMBEDMENT • DIAGRAM SHOWS TYP. ANCHOR SPACING 93/16 0 TAPCON ANCHOR INSTALLED THROUGH FRAME AND BUCK INTO CONCRETE/MASONRY • MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SHALL BE 1 1/4" STEEL DOOR A - ANCHORAGE - DETAIL 8" MA SCALE: 1 /2' =1'-0' 1 3/8" MIN. 4 MAX. EMBEDMENT 6-1/2" MAX. 13 1/2" MAX. (TYP) N X ¢w �z NS 1- fhv � in 0 1/4"0 "ELCO" TAPCON ANCHOR (TYP.) 10 OR 2x3 WOOD BUCK (TYP.) ANCHOR AS NEEDED Ip W/TAPCON W/1-1/4" x a I• MIN. EMBEDMENT (TYP.) w if N 6-1/2" MAX. 1 MAX. 13 1/2" FROM CORNERS MAX. MAX. O.C. • DIAGRAM SHOWS TYP. ANCHOR SPACING •3/16 0 TAPCON ANCHOR INSTALLED THROUGH FRAME AND BUCK INTO CONCRETE/MASONRY • MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SHALL BE 1 3/8" 1 �G• 1/4"0 "ELCO" TAPCON 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. W/ 1 1/4" MIN. EMBEDMENT INTO CONCRETE INTEGRATED MULLION ATTACHED AT FACTORY • • CONCRETE TIE I�J:ZK•7� STEELLDOOR 010191 TAPCON FRAME ASSEMBLY WEATHERSTRIPPING METAL THRESHOLD SET IN SEALANT ONCRETgE�FOOTING OUNDNATIOTINNCRETE EXTERIOR INTERIOR BDOOR SECTION SCALE: 1 /2"=1'-0" EXTERIOR INTERIOR CONCRETE TIE BEAMS llf~` ni TAPCON ANCHOR SEE DETAIL F/S12 FOR SPACING ALUMINUM FRENCH DOOR FRAME ASSEMBLY • DIAGRAM SHOWS MAX. ANCHOR SPACING SEE CHART FOR ANCHOR QUANTITIES •1/4"0 "ELCO" TAPCON ANCHOR INSTALLED THROUGH FRAME AND BUCK INTO CONCRETE/MASONRY. • MIINIMUM EMBEDMENT INTO CONCRETE/MASONRY SHALL BE 1 1/4" *NO ANCHORAGE IS REQUIRED IN SILL WINDOW ANCHORAGE C DETAIL SCALE: 1 /2"=V-0" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR of 9000 WEATHERSTRIPPING STUCCO METAL THRESHOLD �� SET IN SEALANT ONCRETE FOOTING TAPCON ANCHOR SEE DETAIL F/S12 EXISTING CON FOR SPACING OUNDATION FRENCH DOOR SECTION SCALE: 1 /2"=1'-O" 1 /4"0 FACTORY ASSEMBLE WINDOWS TO MULLION INTEGRATED MULLION ATTACHED AT FACTORY. MULLION IS ANCHORED WITH W� 1/i� MIN. "ELCO" TAPCONS EMBEDMENT TAPCON ANCHOR EEACH END. DETAIL C&D/S12 FOR SPA( AT P.T. WOOD BUCK - GROUT (SLOPE TO DRA STUCCO *DIAGRAM SHOWS MAX. ANCHOR SPACING SEE CHART FOR ANCHOR QUANTITIES 01/4"0 "ELCO" TAPCON ANCHOR INSTALLED THROUGH FRAME AND BUCK INTO CONCRETE/MASONRY. *MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SHALL BE 1 1/4" *NO ANCHORAGE IS REQUIRED IN SILL WINDOW ANCHORAGE DETAIL SCALE: 1 /2"=1'-O" ARCHED WINDOW CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONMECTOROFWORD FACTORY ASSEMBLE WINDOWS TO MULLION -NEW MARBLE SILL 8"x12" BOND BEAM W/(1) #5 -1x3 FURRNGLL EXIE WINDOW SECTION I SCALE: 1 /2=1'-O" INTEGRATED MULLION TACHED AT FACTORY. IULLION IS ANCHORED NITH (3) 1/4' "ELCO" TAPCONS W/ 1-1/4- MIN. EMBEDMENT AT EACH END. ANCHOR QUANTITIES WINDOW DIMENSION HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 24" x 40 1 1 2 30" x 36" 1 1 2 6" x 60" 1 2 3 2 3 3 18 1/2" MAX. • I1111 � �� Il it � � • • III 1�I'I■�I� , • • .: 1 1/4" MIN. EMBEDMENT • DIAGRAM SHOWS MAX.. ANCHOR SPACING SEE CHART FOR ANCHOR QUANTITIES • 1/4"0 "ELCO" TAPCON ANCHOR INSTALLED THROUGH FRAME AND BUCK INTO CONCRETE/MASONRY. • MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SHALL BE 1 1/4" • NO ANCHORAGE IS REQUIRED IN SILL VANCHORAGE INGLE HUNG WINDOW DETAIL SCALE: 1/2"=1'-0" EXISTING TIE BEAM BUILD OUT AS REQUIRED W/WOOD BLOCK TO MATCH MASONRY WALL WIDTH TAPCON ANCHOR SE DETAIL C&D/S12 FOR SPACIN TAPCON ANCHOR SE DETAIL C&D/S12 FOR SPACIN P.T. WOOD BUCK GROUT (SLOPE TO DRAIN) STUCCO - WINDOW ASSEMBLY WINDOW ASSEMBLY NEW MARBLE SILL 8"x12" BOND BEAM ,. W/(1) #5 DRYWALL 1x3 FURRING EkT�f6>z 1f�7EkTD� SINGLE HUNG SCALE: 1/2"=1'-O" WINDOW SCHEDULE MARK PRODUCT RATED WIND PRESSURE DESIGN PRESSURE ROUGH OPENING WIDTHxHEIGHT X WINDOW S¢E WIDTHxHEGHT(EA. ZONE IMPACT RESISTANCE ACT APPROVAL (NOA) OTY PGT INDUSTRIES PW-701 ALUMINIUM PICTURE WINDOW +80.00/-80.00 PSF +45.94/-50.20 PSF 60.75"AO" 4 RESISTANT 03-1105.01 3 O IMPACT RESISTANT W/ 7/16" LAMINATED GLASS HALF CIRCLE SHUTTERS NOT REQUIRED STORM SHUTTERS INDUSTRIES PW-701 ALUMINIUM PICTURE WINDOW +80.00/-80.00 PSF +48.08/-62.93 PSF 36.75"x78" 36"x18" 5 IMPACT RESISTANT 03-1105.01 2 OPGT B IMPACT RESISTANT W/ 7/16" LAMINATED GLASS HALF CIRCLE STORM SHUTTERS NOT REQUIRED © PGT INDUSTRIES SERIES "640" ALUMINIUM CASEMENT WINDOW GLASS +56.20/-56.20 PSF +45.94/-50.20 PSF 60.75"x9O" (2) 30"x6O" 4 IMPACT STORM SHUTTERS RESISTANT ISTANNOT REQUIRED 02-1224.02 2 IMPACT RESISTANT W/ 5/16" LAMINATED OIMPACT D PGT INDUSTRIES SERIES "640" ALUMINIUM CASEMENT WINDOW +56.20/-56.20 PSF +47.26/-51.52 PSF 60.75"x6O" (2) 30"x6O" 4 STORM SHUT ERSNNOT REQUIRED 02-1224.02 2 IMPACT RESISTANT W/ 5/16" LAMINATED GLASS EO PGT INDUSTRIES SH-700 ALUMINIUM SINGLE HUNG WINDOW HEAT STRENGTHENED GLASS +80.00/-80.00 PSF +48.08/-62.93 PSF 36.75"x78" 36"x60" 5 STANNOT REQUIRED STORIMPACM SHUTTERS RESISTANT 05-1018.01 2 IMPACT RESISTANT W/5/16" O PGT INDUSTRIES SH-700 ALUMINIUM SINGLE HUNG WINDOW W/5/16" HEAT STRENGTHENED GLASS +80.00/-80.00 PSF +48.93/-64.64 PSF 36.75"x6O" 36"x6O" 5 IMPACT RESISTANT STORM SHUTTERS NOT REQUIRED 05-1018.01 EGRESS 16 IMPACT RESISTANT RMEETS EQUIREMENTS OPGT G INDUSTRIES SH-700 ALUMINIUM SINGLE HUNG WINDOW +80.00/-80.00 PSF +48.93/-64.64 PSF 60"x36" (2) 30"x36" 5 TORMT SHUTTERSNNOT REQUIRED OS-1018.01 2 IMPACT RESISTANT W/5/16" HEAT STRENGTHENED GLASS O PGT INDUSTRIES SH-700 ALUMINIUM SINGLE HUNG WINDOW +80.00/-80.00 PSF +47.99/-62.76 PSF 48.75'x6O" 48"x6O" 5 IMPACT RESISTANT STORM SHUTTERS NOT REQUIRED 05-1018.01 MEETS EGRESS 1 IMPACT RESISTANT W/5/16' HEAT STRENGTHENED GLASS REQUIREMENTS OPGT INDUSTRIES SH-700 ALUMINIUM SINGLE HUNG WINDOW +80.00/-80.00 PSF , +50.26/-5452 PSF 2475"40" .x 24"40" x 4 IMPACT STORM SHUTTERSNOTREQUIRED OS-1018.01 1 IMPACT RESISTANT W/5/16" HEAT STRENGTHENED GLASS OPGT INDUSTRIES 1"X2.75"XO.375" HEAVY WALL ALUMINUM +80.00/-80.00 PSF +47.26/-51.52 PSF VARIES 60" 4 IMPACT RESISTANT STORM SHUTTERS NOT REQUIRED 06-0125.07 1 TUBE CLIPPED MULLION (MAX PRESSURE) K O PGT INDUSTRIES HEAVY WALL ALUMINUM +80.00/-80.00 PSF +48.93/-64.64 PSF VARIES 36" 5 STORM SHUTTERS IMPACT NNOT REQUIRED 06-0125.07 1 MULLION TUBE CLIPPED MULLION (MAX PRESSURE) DOOR SCHEDULE ALL BEDROOM WINDOWS MEET THE MIN. 5.7 SO. FT. REQUIREMENTS FOR EGRESS & THE MIN. 24" HEIGHT & THE MIN. 20" WIDTH REQUIREMENTS FOR EGRESS PRODUCT RATED WIND PRESSURE DESION WIND PRESSURE ROUGH OPENING WIDTHxHEIGHT DOOR SIZE WIDTHxHEK)FiT ZONE IMPACT/ FIRE RESISTANCE PRODUCT APPROVAL (NOA) OTY DABOVEDOO SECTIONAL +56.00/-64.00 PSF +44.24/-55.27 PSF 9'x7' 9'x7' 5 MPACT RESISTANT 05-0915.08 2 n(D GARAGE DOOR STORM SHUTTERS ARE NOT REQUIRED PGT INDUSTRIES FD 101 OUTSWING ALUMINUM FRENCH DOOR +75.00/-75.00 PSF +45.34/-49.60 PSF 60% 110" 60"x 80" 4IMPACT RESISTANT 06-0807.071 CHOICE OF GLAZING OPTIONS 1-4 STORM SHUTTERS ARE NOT REQUIRED INDUSTRIES FD 101 OUTSWING ALUMINUM FRENCH DOOR +75.00/-75.00 PSF +45.73/-49.99 PSF 72% 96" 72"x 96" 4 IMPACT RESISTANT 06-0807.MEETS EXITT DOOR 2 OPGT 3 CHOICE OF GLAZING OPTIONS 1-4 STORM SHUTTERS ARE NOT REQUIRED EGRESS REQUIREMENTS PGT INDUSTRIES FD 101 OUTSWING ALUMINUM FRENCH DOOR +75.00 -75.00 PSF / +45.13/-57.05 PSF 72"x96" 72"x96" 5 IMPACT RESISTANT 06-0807.07 MEETS EXIT DOOR 1 ® CHOICE OF GLAZING OPTIONS 1-4 STORM SHUTTERS ARE NOT REQUIRED EGRESS REQUIREMENTS PGT INDUSTRIES FD 101 OUTSWING ALUMINUM FRENCH DOOR +75.00/ -75.00 PSF +45.71/ -49.97 PSF 72% 80" 72"x 80" 4 IMPACT RESISTANT 06-0807.07 MEETS EXIT DOOR 1 O CHOICE OF GLAZING OPTIONS 1-4 STORM SHUTTERS ARE NOT REQUIRED EGRESS REQUIREMENTS INDUSTRIES FD 101 OUTSWING ALUMINUM FRENCH DOOR +75.00/-75.00 PSF +46.31/-50.57 PSF 60"x 80" 60% 80" 4 IMPACT RESISTANT 06-0807.07 1 OPGT 6 CHOICE OF GLAZING OPTIONS 1-4 STORM SHUTTERS ARE NOT REQUIRED JELD-WEN SERIES STEEL EDGE OUTSWING +80.00/-80.00 PSF +48.57/-63.92 PSF 30"x 80" 30% 80" 5 IMPACT RESISTANT 02-1211.13 1 7 O OPAQUE INSULATED STEEL DOOR STORM SHUTARE NOT REQUIRED I SERIES "DOORCRAFT" SINGLE N/A N/A 38%98" 36"x96" N/A 1 HOUR FIRE RATED N/A 3 OJELD-WEN 8 RIGHT SWING INSULATED STEEL DOOR (STEEL EDGE) BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 38"x98" 36"x96" N/A N/A N/A 4 OMASONITE RIGHT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDERSERIES SIX -PANEL- HOLLOW N/A N/A 38"x98" 36"x96" N/A N/A N/A 4 1 O LEFT INTERIOR (TYPICAL) MASONITE BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 34"x98" 32"x96" N/A N/A N/A 1 11 RIGHT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 34"x98" 32"x96" N/A N/A N/A 3 12 LEFT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 32"x98" 30"x96" N/A N/A N/A 2 13 RIGHT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 32"x98" 30"x96" N/A N/A N/A 1 14 LEFT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 26"x82" 24"x8011 N/A N/A N/A 1 1 cJ RIGHT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDER SERIES SIX -PANEL - HOLLOW N/A N/A 26"x82" 24"x8O" N/A N/A N/A 1 1 G LEFT SWING INTERIOR DOOR (TYPICAL) MASONITE BUILDER SERIES LOUVERED N/A N/A 72"x8O" (2)36"x80" N/A N/A N/A 1 1 7 BI-FOLD DOOR (TYPICAL) BUILDERSCRI)S LOUVERED N/A N/A 60"x80" (2)30"x8D" N/A N/A N/A 3 18 BAFOLD DOOR (TYPI MASONITE BUILDERSERIESLOUVERED N/A N/A 48"x8O" (2)24"x8O" N/A N/A N/A 5 1 g FOLD DOOR (TYPICAL) BUILDERSCRI>S LOUVERED MAFOLD N/A N/A 30"x80" (2)15"x8O" N/A N/A N/A 3 DOOR (TYPI LOUVERED N/A N/A 24x80" 240x80" N/A N/A N/A 5 0MAFOLD 0 DOOR (TYPSERIES X 1 OM 'ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite 1o6 Coral Springs, FL 33o65 Phone: (954) 757-8666 Fax: (954)757-7004 A� for �q� Pgopp �1� i�toNrO Ec sFa wo �� #'YF 1N OqR 774 $K 0A i!'W A"M uC" q OSNAT �COQ/j W W I Approved: a'_� _/ I� 00 016 d0�- M �� V/ w 4-; M O 0 � JU1� Z{1 2007 Edwin M. Faerma P.E. State of Florida License N'o. 46590 Revisions: REV 1 INCORP. CODE COMMENTS DOOR & WINDOW DETAILS & SCHEDULES Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 S12 SOUTHEAST ELEVATION SCALE: 3/16"=1'-0" 2 ELEVATION 3 NORTHWEST SCALE: 3/16"=1'-0" UTHWEST ELEV FILE COPY F +48.9PS64.64 -F SCALE: 3/16"=1'-0" 4 NORTHEAST ELEVATION SCALE: 3/16"=1'-0" x 1 BM ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 33o65 Phone: (954) 757-8666 Fax: (954) 757-7004 a� � Cr7Cq°qu p,90 YF/f�0 Sp�gRfCft M� yd fN CNK N3YIN- fC 77f roftl)* TO coQRA V W � W ON �i co VI w M ti O a Approved: Edwin M. Fa an .E. SUN 2 0 2907 State of Florida L' " nse No. 46590 Revisions: FINISHED ELEVATIONS Scale: AS NOTED Drawn: S.A.H. Project No: Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 S 13 X I SM ENGINEERING, INC. I n 0 I cV aE] STUDY ELEVATI 15'-8" CHEN E SCALE: 1 /2"=1'-0" IATION SCALE: 1 /2"=1'-0" 12'-6" 2 GAME ROOM ELEVATION SCALE: 1 /2"=1'-0" LO I 1� 0 I N qISLAND BACK ' SCALE: 1 /2"=1'-0" e o 0 0 61-01,_ ISLAND FRONT SCALE: 1 /2"=1'-0" I 4 O O O I I m .. x O S-0" 8 BATH 2 SCALE: 1/2"=1'-0" 7'-0" 4'-6" S-10" 5'-0" 0 i O O O O 0 I x 0 M O O 2'-10" I BATH 7 1 O SCALE: ID O O O LO 0 I 0 I S-0" 2'-9" J LSC"�- x1 00 FILE COPY _EVATION SCALE: 1 /2"=1'-0" 4'-0" BATH 5 6 11 SCALE: 1/2"=1'-0" O O 77-j m I m 00 C I ifl 0 o t 3'-0" I 2'-6" I 5'--0" BATH 3 13 SCALE: 1 /2"=1'-0" FLORIDA LIC. CA 8421 10211 West Sample Road Suite 1o6 Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954)757-7004 Aq4®�� cts'4A'p�c P AEp(l/ADD TOgM' ROPpS YW 88AAY 0, 09S 09� V W O x Approved: Edwin M. Faerman,�r.E. iJUN 2 0 2007 State of Florida License No. 46,990 Revisions: INTERIOR ELEVATIONS Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/06 S14 TOP TRACK ALWAYS TO BE SPLICED OVER A STRUCTURAL STUD TOP TRACK THIS IND A S( WALL S SPECIFIE1 BOTi CATES REW 24" KING POST TRACK CRIPPLE TYPICAL DOOR OPENING LDS AT SPACING M TRACK TRACK SPLICE + 0 • WALL STUDS SPACING @ 24" O.C. • USE #10 X 3/4" PAN HEAD SCREWS FOR ALL CONNECTIONS TYP. METAL WALL FRAMI 5/16" SLEEVE ANCHORS W/1-1/4" MIN EMBED INTO MASONRY (3 PER BRACKET) SCALE: SCALE: 1 /4"=V-0" CAST ALUMINUM CABLE DRUM r- HORIZONTAL ANGLE 3-5/8" 3-5/8" STU[ 3-5/8" BASE TRACK #10 x 3/4" SCREW ATTACHMENT #10x; ' SCREW ATTACHMENT STEEL HAT CHANNEL 0 16" G.G. 1-1/4" SCREW STEEL HATCH HORIZONTAL TRACK SUPPORT AS REQUIRED BY DOOR INSTALLER 12" RADIUS HORIZONTAL TRACK LENGTH (BACKROOM: DOOR HEIGHT + 12") �- 2-1 /4%4-1 /4%13 GA. STEEL PLATES WELDED TO 1-1 /2"x1-1 /2"x14 ANGLE FASTENED TO TRACK W/(4) 1/4-20 SS. BOLT & NUTS 14 GA. GALVANIZED STEEL TRACK I o w z 2"x3-1 /2"x12 GA.TRACK BRACKETS Ly) Oz z~ 2-3/16" HIGH CONECTED TO TRACK a n o U = o w W/ONE 1/4" BOLT & NUT _ J (� U Q = of x n W ALL S #10 x 3/4" SCREW ATTACHMENT (TYP.) 3-5/8" TRACK 3-5/8" STUD 1/2" DRYWALL =CTION (B SCALE:1 /2"=V-0" IGPb1.7 5/8" CEILING DRYWALL EL DETAIL SCALE: 3"=V-0" CLIP TRACK FLANGE AT LAP JOINT PARTITION WALL DETAIL SCALE: 1 /2"-V-0" NOTES: SSTUDS ARE ASTM C645 3-5/8" METAL CHANNELS WITH MINIMUM THICKNESS OF 0.018" CONCRETE ATTACHMENT e3/16"O SIMPSON TITEN (OR APPROVED EQUAL) MINIMUM EMBED DEPTH OF 3 1/2', @ 6'-0" O.C. (BY OTHERS) *0.145"4 PAF PIN W/WASHER W/ 1" MIN. PENETRATION (BY OTHERS) - 2'-0" O.C. NON -LOAD BEARING WALLS 5/16" HILTI SLEEVE ANCHOR WITH 1-1/4" MIN. EMBEDDMENT FILE COPY 3-5/8" STUD 1/4"0 x 1-1/2" TAPCON 3-5/8" TRACK #10 x 3/4" PAN HEAD SCREW 0 EACH STUD BOTH SIDES SLAB ON GRADE OR .•;: CONCRET FLOOR (BY OTHERS) FASTENING DETAIL SCALE:1 /2"=1'-0" LARGER THAN INTERIOR WALL STUD) (2) #100/4" HEX HEAD SCREW 0 TOP TRACK & BOTTOM TRACK K INTERSECTION FRAMING DETAIL FASTENING SCHEDULE INSTALLATION LOCATION FASTENER JOISTS TO SILL OR GIRDER 2 16d AT EACH INTERSECTION TOE NAIL SOLE PLATE TO JOIST OR BLOCKING 2 16d @ 16 O.C. FACE NAIL TOP OR SOLE PLATE TO STUD 2 16d @EACH INTERSECTION END NAILED STUD TO SOLE PLATE 3 8d OR 2 16d @ EACH INTERSECTION TOE NAIL DOUBLED STUDS 1 16d @ 24" O.C. FACE NAIL DOUBLED TOP PLATES 1 16d @ 16" O.C. FACE NAIL TOP PLATES, LAPS, & INTERSECTIONS 2 16d @ EACH INTERSECTION FACE NAIL PLYWOOD SHEATHING TO TRUSSES/FRAMING 10d & RING SHANK @ 4" O.C. @ PANEL EDGES 8d RING SHANK @ 6" O.C. @ INTERMEDIATE SUPPORTS 1x3 FURRING STRIPS TO MASONRY WALL 1 MASONRY NAIL @ 12" O.C. ALONG EACH FURRING STRIP DRYWALL CEILING TO 1x3 WOOD STRIPS 1-3/8" DRYWALL SCREW @ 7' O.C. ALONG EACH STRIP DRYWALL TO 1x3 WOOD FURRING STRIPS 1-1 2 DRYWALL SCREW @ 8' O.C. ALONG EACH STRIP FASCIA TO TRUSSES 2 16d @ EACH INTERSECTION METAL LATH TO TRUSSES SOFFIT 4d @ 6" O.C. X 149M ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 33o 6 Phone: (954) 757-8666 (954) 757-7004 �M4r#N1u6Yr8SpW1�E/AOpC$��1SNSs �N�D � q41PffoPOr0NNYByAY°oT�EFONpFC°FNowoAK TO 8Sr4# " W O Approved: 1 '^0 2007 Edwin M. Faermwn, E. 'JIlN Z State of Florida License No. 46590 Revisions: METAL FRAMING DETAILS Scale: AS NOTED I Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 GARAGE DOOR DETAIL GARAGE DOOR DETAIL 2 Approved: E.M.F. Sheet No: Date: 9/8/o6 SCALE:3/4"=1'-0" SCALE: 3 =1'-0' 15 _bft� X 1 49M ENGINEERING, INC. AIR HANDLER FIRST FLOOR 9,1( AIR HANDLER SECOND FLOOR tt,t FLOOR FLOODLIGHT TPOHiL OO m STU Y a I 67 sD 1 m 37 BEDF'OOM 4 PHONE PORCH 3*\ 38 37� S 62 _ M �� 37 37 4 U 45 GAME ROOM DEN 44 _'.'- _ -'� 44 P0RC 1 ND FL ECTRI L PLAN SCALE: 1 /4"=1'-0" �3 BEDROOM 3 �9 36 3 SDSD / II / 1189 11 SD 8 42� +36 BEDROOM 2 �43 UA ELECTRICAL LEGEND I DUPLEX RECEPTACLE -Q- INCANDESCANT LIGHT I GROUND FAULT INDICATOR WATER PROOF 0 -��- VAPOR PROOF LIGHT (y� 220 VOLTS h SWITCH RECESSED LIGHT FAN SWITCH F THREE-WAY SWITCH -®- EXHAUST FAN/LIGHT T3 Y FOUR-WAY SWITCH 4 $D SMOKE DETECTOR CEILING MOUNT FAN GB QUICK DISCONNECT CIRCUIT BREAKER D Q PHONE OUTLET PHONE GD GARAGE DOOR OPENER O CABLE OUTLET CABLE FGJ ELECTRIC PANEL �---� FLORESCENT LIGHTING ELE. PANEL gMETER BASE EXHAUST FAN ELF. PANEL SVC. ELECTRIC SERVICE PANEL 0o FLOOR OUTLET 0o ALARM O ALARM PANEL ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTECTED (2005) NEC ALL BEDROOM RECEPTACLES ARE REQUIRED TO BE AFCI PROTMM 00) NEC ELECTRICAL PLAN SCALE: 1/4"=1'-O" ELECTRICAL PLAN NOTES: 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ENGINEER BEFORE SUBMITTING A BID. THE ENGINEER WILL THEN ISSUE INSTRUCTIOINS AS HOW TO PORCEED. 2. THESE DRAWINGS ARE TO BE CONSIDERED DIAGRAMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS, UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, PROJ. MGR/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MDIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF WORK. 3. CONDUCTORS: ALUMINUM CONDUCTOR SHALL NOT BE ALLOWED. 4. ALL FEEDERS AND BREAKERS SHALL BE COORDINATE WITH EQUIPMENT'S PLATE AT SITE. 5. VERIFY SERVICE CHARACTERISTICS, LOCATION AND CONNECTION WITH TELEPHONE AND ELECTRIC UTILITY COMPANIES PERFORM ALL WORK RELATED TO SERVICE IN STRICT ACCORDANCE WITH UTILITY CO. STANDARD AND REQUIREMENTS. 6. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. 7. WIRE UP COMPLETE ALL THE A/C EQUIPMENT AND CONTROLS AS DIRECTED BY A/C CONTRACTOR. CONTROL WIRING SHALL BE SEPERATE RACEWAY FROM POWER WIRING. 8. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT TO CORRESPOND WITH THE PLANS AND PANELS SCHEDULE AND ATTACH INSIDE PERTAINING PANEL. 9. ALL 15 AND 20 AMP CIRCUITS IN BEDROOMS ARE ARC -FAULT PROTECTED. 10. SMOKE DETECTORS ARE FED FROM AN ARC -FAULT CIRCUIT, ARE HARD WIRED W/BATTERY BACK-UP, AND SOUND OFF SIMULTANEOUSLY. 11. COORDINATE WORK WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. COASTAL FLOOD HAZARD DISTRICT NOTES: 1. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION, SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION, AND SHALL BE INSTALLED ON (SEPERATED) INDEPENDANT CIRCUITS FROM THOSE IN THE HABITAT AREAS. 2. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD LEVEL. 3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 4. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 5. CONFER WITH F.P.L. TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY 13ACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION Of ANY DETECTOR WILL ACTIVATE ALL. 300 AMP RESIDENTIAL SERVICE PANEL "A" CIRCUIT DESCRIPTION POLES aREAKER WK KW 910 1 A COMPRESSOR 1 2 50 46 10.0 11,12 A/C COMPRESSOR 1 2 50 #6 10.0 ALL SMOKE DETECTORS ARE FED FROM AN ARC -FAULT CIRCUIT, ARE HARD WIRED W/BATTERY BACK-UP, AND SOUND OFF SIMULTANEOUSLY. *ALL 15 & 20 AMP CIRCUITS IN BEDROOMS ARE ARC -FAULT PROTECTED. **ALL SMALL APPLIANCE, BATH AND DINING CIRCUITS ARE GROUND -FAULT PROTECTED. (3) #250 THW-CU IN 2-1/2" CONDUIT u #4 SOUD BOND AROUND WATER A IRCUI )ANEL PANEI 300A 300A AMP A/C DISCONNECT ITA x10.O' GROUNDING ROD ELECTRICAL RISER DIAGRAM A.H.U./HEAT STRIP 0 100% = 10.0 KW A/C LOAD 0 100% = 10.0 KW A.H.U./HEAT STRIP 0 100% = 10.0 KW A/C LOAD 0 100% 10.0 KW REMAINDER 0 40% (73.5x.40) = 29.4 KW TOTAL COM9P.U4IT,;EED�LLOAD 69.4 KW 0w 2�0 VOLTS- ' 289 AMPS PROVIDE 300 AMP SERVICE (3) #250 THW-CU IN 2-1/2" CONDUIT CIRCUIT PANEL 300 AMP CIRCUIT DESCRIPTION POLES BREAKER 1,2 COOK TOP 2 40 #8 6.0 3.4 OVEN 2 40 is 6.0 5.6 A.H.U. DOWNSTAIRS 2 50 46 10.0 7 P TAI 5 10.0 9.10 A C COMP DOWNSTAIRS 2 50 10.0 2 30.0 13,14 5TORAGE WAIRRIN11HATER2 0 .0 1516 BATH WATER HEATER 2 30 5.0 718 RYE DOWNSTAIRS 0 F#12 19.20 DYER UPSTAIRS 30 5.0 2122** DISHWASHER ISPOSAL 20 1.2 23 WASHER DOWNSTAIRS 20 1.5 24 WASHER UPSTAIRS 20 1.5 25** REFRIGERATOR 20 12 1 1.2 26** MICROWAVE 20 #12 1 2.0 27 GARAGE DOOR OPENER 20 Al2 28 29** SMALL APPLIANCES 20 12 2.0 30 31 F MILY LIVING ROOM 20 1.5 32 PORCH DOWNSTAIRS 20 12 1.0 33* MASTER BEDROOM 15 #12 0.5 34 GARAGE STORAGE TILITY 15 12 0.5 5** AT2 ITCHEN 15 12 0.5 36* BEDROOM 2&3 15 #12 0.7 37* BEDROOM 4 STUDY 15 #12 0.7 38 PORCH UPSTAIRS #12 39 MASTER BATH 20 #12 . 44 1 DEN 15 #J 2 0.7 45 GAME ROOM 15 12 0.7 48 BATH 7 20 #12 1.0 47* MASTER BEDROOM 15 Al2 0.3 48+ MASTER BED 15 .2 49 MASTER BATH 20 12 0.5 5 BATH 7 20 12 0.3 51.52 FAMILY ROOM 15 12 53 KITCHEN ISLAND AR 20 12 54.55 LIVING ROOM 612 56 HALLWAY 15 419 57 STORAGE UTILITY 12 0.3 58 GARAGE 12 0.3 59 PORCH DOWNSTAI S 12 0.2 60 FRONT SIDE DOWNSTAIRS W20 12 0.2 61 PORCH UPSTAIRS 1 0.2 62 GAME ROOM 12 0.2 63 WET BAR 12 ..4 64.65 DEN ORCH i66 STUDY 68* BEDROOM 2 12 .3 88+ BEDROOM 3 20 12 0.3 70* BEDROOM 4 20 12 0.3 71 MASTER BATH 15 12 0.3 72 HALLWAY 15 0.1 73-76 BATH 3-6 20 12 2.0 77 OUTSIDE FLOOD 15 12 0.5 78** PANTRY 15 1 79-80 POOL PUMP 2 30 10 81 POOL UGHTS 15 12 52.53 1 SPRINKLER #10 A 84-88 I SPARE TOTAL LOAD (WITHOUT HVAC) 73.5 KW ELECTRICAL SERVICE CALCULATION(PER SECTION 220-30 N.E.C.) FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 863o65 Phone: (954) 757- Fax: (954) 757-7004 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUC SSW 00D% W O x Approved: Edwin M. Faerman, PtF/, JUN y 0 2097 State of Florida License No. 46590 Revisions: ELECTRICAL FffAM Scale: AS NOTED Project No: Drawn: S.A.H. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 E1 10"x10" CROSSOVER RETURN W/10" FLEX CONNECTION (TYP.) EXHAUST FAN 25 C.F.M. ONTINUOUS (TYP) TERMINATING TO THE EXTERIOR � OF THE BUILDING 4i' C' 6"x12" ONE WAY `T C.D. 90 C.F.M. i g"0 MASTER DFDR001V 8", i I i 6"x12" ONE WAY i C.D. 90 C.F.M. J HER CLOSET POOL AIR FILM O HANDLER 4%6" FIRST FLOOR ONE C.D. E AIR O C.F.M. HANDLER SECOND FLOOR i 4' EXHAUST FAN 25 C.F.M. CONTINUOUS (-IN ) �� TERMINATING TO THE EXTERIOR II OF THE BUILDING EXHAUST FAN 25 C.F.M. CONTINUOUS (TYP) TERMINATING TO THE EXTERIOR OF THE BUILDING SEE DETAIL F/Mt �C L 6%12" ONE WAY II 6"x10" ONE WAY 6"x10" ONE WAY C.D. 110 C.F.M. 6"x1 C.D. 50 C.F.M. C.D. 50 C.F.M. D DI E TTE 8"0 8„0 g"y g"0 i i FAMILY ROOM KITCHEN 4%6" ONE WA C.D. 30 C.F.M. CLOSET ') 4"0� /-------- -- UVING1 i EN I YY ROOM 7„0 7„ 0 Il i 6%10" ONE WAY 6%10" ONE C.D. - C.F.M C.D. 80 C.F. 1 Y 5" ONE l C.D ,C�" „N Y S C.F. C.D. 30 C.F. . GARAGE FLOOR MECHANICAL PLAN SCALE: 1 /8"=V-0" PORCH 6"x10" ONE WAY 6"x10" ONE WAY 6"x10" ONE WAY 6"x10" ONE WAY C.D. 80 C.F.M. C.D. 80 C.F.M.I C.D. 70 C.F.M. C.D. 70 C.F.M. 7"0 7"0 6"0 6" STUDY GAME RODW � II , silo �T I4"x6" ONE WAY C.D. 55 C.F.M. DEN , 6"00" ONE WAY 1, C.D. 85 C.F.M. 7„O 1\' D E D R 0 0 4 6"x10 ONE WAY 6"x 7"0 C.D. 90 C.F.M. C.D 6"x10" ONE WAY 17�,_ZRCH ONE WAY 6"x12" ONE WAY 6"x12" ONE WAY C.D. 125 C.F.M. C.D. 125 C.F.M. g"0 g„0 BED OM WAY EXHAUST FAN 25 C.F.M. CONTINUOUS (TYP.) TERMINATING TO THE EXTERIOR OF THE BUILDING DRYER VENT TO EXIT THROUGH MASONRY WALL ® 10'-0" ELEVATION TO EXTERIOR OF RESIDENCE ABOVE STORAGE ROOM 1ST & 2ND FLOOR DRYERS VENT TO A DEDICATED DRYER EXHAUST EXHAUST FAN 25 C.F.M. CONTINUOUS (TYP.) - — TERMINATING TO THE EXTERIOR MI6' OF THE BUILDING SEE DETAIL F/M1 MIXING x BOX C.D 2 2" ONE WAY C 110 C.F.M. 8"0 DRYER VENT TO EXIT I THROUGH MASONRY WALL 0 0 10'-0" ELEVATION TO EXTERIOR OF RESIDENCE BELOW BEDROOM 2 EXHAUST FAN BEDR OM 2 25 C.F.M. CONTINUOUS (TYP.) TERMINATING TO THE EXTERIOR OF THE BUILDING SEE DETAIL F/M1 8"0 g"0 1ST & 2ND FLOOR 6"xt2" ONE WAY 6"x12" ONE WAY DRYERS VENT TO A DEDICATED DRYER C 105 C.F. C.D 10 C.F.M. EXHAUST 2 SECOND FLOOR MECHANICAL PLAN SCALE: 1 /8"=1'-0" 3 CROSSOVER SECTION SCALE: 1/2"=1'-0" 1. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATIONS OF EQUIPMENT, PIPING, DUCTWORK, ETC. 2. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY DETAIL; THE CONTRACTOR SHALL REPAIR OR FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 3. ALL REPAIR/REPLACEMENT WORK SHALL BE PERFORMED BY A FLORIDA LICENSED AND INSURED HVAC CONTRACTOR. 4. AIR-CONDITIONING CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, EQUIPMENT, LOADS, ETC. PRIOR TO ORDERING AND/OR INSTALLATION OF ANY PORTION OF THE WORK AND SHAL INCLUDE ALL ACCESSORIES AND BALANCING OF THE WORK AS NEEDED TO PROVE AND MAINTAIN A SAFE AND FULLY OPERATIONAL SYSTEM AS PER F.B.C.(MECHANICAL), NFPA-90A AND ASHRAE GUIDE, LATEST EDITION. 5. AIR-CONDITIONING CONTRACTOR SHALL PROVIDE AS BUILT SHOP DRAWINGS OF ALL REVISIONS FOR APPROVAL AND PERMIT SUBMITTAL. 6. AIR-CONDITIONING CONTRACTOR SHALL COORDINATE A/C WORK WITH GENERAL CONTRACTOR AND OTHER TRADES AS NEEDED FOR TIMELY, ORDERLY, AND COMPLETE INSTALLATION. 7. DUCT WORK SIZES AS LISTED ARE THE NET INTERIOR DIMENSION. ANY REPLACEMENT DUCT WORK MATERIALS ARE TO BE NEW AT TIME OF INSTALLATION AND FABRICATED OF "OWENS CORNING GOLD" 1 1/2" RIGID FOIL -FACED FIBERGLASS BOARD INSTALLED IN ACCORDANCE WITH SMACNA, FIBEROUS GLASS DUCT MANUAL OR 1 1/2" FLEXIBLE FOIL -FACED DUCT OF CORROSION RESISTANT HARD SPRING WIRE WITH INSULATION BLANKET AND VAPOR BARRIER. ALL DUCT IN ATTIC SPACE SHALL BE R-6.0 MINIMUM. 8. EXHAUST DUCTWORK TO BE 24 GA. GALVANIZED SHEET METAL WITH RAIN CAP. 9. AIR-CONDITIONING GRILLES TO BE METALAIRE OR EQUAL WITH OPPOSED BLADE DAMPERS TYPE 'LD' CEILING AND TITUS, TYPE 'VHD' SIDEWALL AND TO BE FACTORY WHITE FINISH, 10. REPLACEMENT THERMOSTAT TO BE BY EQUIPMENT MANUFACTURER OR EQUAL. MOUNT ON ADJACENT WALL TO RETURN. 11. ALL DAMPER CONTROLS SHALL BE ACCESSIBLE. 12. REFRIGERANT PIPING SHALL BE COPPER AND INSTALLED WITHIN FLOOR JOISTS BETWEEN FIRST & SECOND FLOOR. REFRIGERATION GRADE, SOFT TEMPER SEALED AT THE MILL. INSULATE SUCTION PIPE INDOORS WITH 3/8" IMCOA POLYOLEFIN. INSULATE OUTDOORS WITH 3/4" IMCOA POLYOEFIN INSULATION CIRCULATE DRY NITROGEN THROUGH PIPING WHEN SOLDERING. TEST FOR LEAKS PIOR TO CHANGING SYSTEM WITH R-22 REFRIGERANT. 13. CONDENSATE DRAINS SHALL BE SCHEDULE 40 PVC PIPING. 14. THE AIR DISTRIBUTION SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH 610.1.ABC.1 OR THE F.B.C. THE STATIC PRESSURE FOR THE DUCT SIZING IS CALULATED AT 0.07" DF/100'. 15. BALANCE RETURN AIR DESIGNED IN ACCORDANCE WITH F.B.C. MECHANICAL 2006 REVISED EDITION 601.4 WITH TRANSFER DUCTS ONE & ONE HALF TIMES THE CROSS SECTION OF SUPPLY DUCT AND TRANSFER GRILLS USING 50 SQ. INCHES OF GRILL AREA TO 100 CFM AND USING AN UNRESTRICTED ONE INCH UNDERCUTTING OF DOORS. 16. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 17. AIR HANDLERS SHALL HAVE A CONDENSATE FLOAT SWITCH DEVICE TO CONTROL OVERFLOW THAT WILL AUTOMATICALLY SHUT DOWN THE AIR CONDITIONING SYSTEM. THE DEVICE SHALL BE ATTACHED TO THE SECONDARY DRAIN OUTLET ON THE AIR HANDLER PER F.B.C. 307.2.3. 18. CONDENSING UNITS ANCHORED IN ACCORDANCE WITH THE F.B.C. 301.13.1 AND HVHZ 2003 REVISIONS. MECHANICAL SCHEDULE MFG. CONDENSING? UNIT AIR HANDLER TOTAL BTUH SENSIBLE BTUH MIN/MAX FUSE EER/SEER KW STRIP HEAT MISC. RUDD MODEL UAMC-030J (1ST FLOOR UNIT) MODEL UBHK-21+RCGJ-36A1 31,000 22,400 25AMP/30AMP 11.6 EER/13.6 SEER 10 KW 3/4" CONDENSATE LINE 3/4" SUCTION LINE RUDD MODEL UAMC-042J (2ND FLOOR UNIT) MODEL UBHK-24+RCGJ-48A1 42,500 30,800 30AMP/40AMP 11.4 EER/13.4 SEER 10 KW 3/4" CONDENSATE LINE 3/4" SUCTION LINE ;ULATION Y WITCH CONDENSATE STAND SECURED )OR AIR HANDLER DETAIL SCALE: N.T.S. CONDENSING UNIT 2%2"x3/4" INSULATED PAD 6'x6' CONCRETE PAD W 6x6 / 10/10 WWF. SEE MOUNTING DETAIL AT BASE (C/M-1) hi CONDENSING 2"x2"x3/4" INSULATED Pi 'POWER AND CONTROL CONNECTIONS LIQUID LINE WITHOUT INSULATION. SUCTION LINE WITH 3/4" ARMAFLER INSULATION AND VAPOR BARRIER, 4"0 SCH. 40 PVC PIPE. SING UNIT DETAIL SCALE: N.T.S. 1/16"xi"02" 16 GAUGE METAL STRAPS (3 PER SIDE) WITH #14 SHEET METAL SCREWS AND 1/2"0 HILTI ANCHORS TO SECURE C.U. TO CONCRETE PAD. JAIR GRILL BEDROOM HALL ►T BASEE SUPPLY SCALE: N.T.S. SCALE: N.T.S. EXTERIOR OF RESIDENCE INTERIOR OF RESIDENCE JPPLY AIR GRILL SCALE: N.T.S. POWER CABLE M®M ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite io6 Coral Springs, FL 33o65 Phone: (954) 757-8666 Fax: (954) 757-7004 A ,P S0cZ4AN84 �B✓f N0 u P 1gy9B f�BYF/F q��Oq0p,SFO �oMp� NF � �0� f /0, ST��ogK A� qq9 r� VL � W F� C) t CU � O O U � M ti Approved: Edwin M. Faermrn; I .E. JUN 7 0 7007 State of Florida Lkense No. 46590 Revisions: REV 1 INCORP. CODE COMMENTS REV 2 1INCORP. CODE COMMENTS MECHANICAL BOTTOM CHORD 1� OF TRUSS PLAN SOFFIT • P" 1 VENT 1;"• 3'e" DRYWALL 2x BLOCKING &DETAILS EXHAUST FAN 4"0 FLEX DUCT W/25 CFM CONTINUOUS Scale: AS NOTED EXHAUST VENT DETAIL Project No: Drawn: S.A.H. SCALE: N.T.S. Checked: D.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 M1 3"0 VENTS SERVE SECOND FLOOR WASH GROUP VENT SERVES FIRST FLOOR SINK AND ''.BATHRUB AND SECOND FLOOR SINK AND TOILET R PLUMBI 4"0 PVC WASTE/SEWER LINE `-1/2"0 DRAIN TO EXTERIOR PLUMBING: 1. ALL PLUMBING SHALL BE INSTALLED PER CHAPTER 26 OF THE F.B.C. 2. THE DRAINAGE SYSTEM SHALL BE CONNECTED TO THE PUBLIC SEWER SYSTEM. 3. THE MINIMUM DIAMETER OF THE DRAINAGE SYSTEM SHALL BE 3" AND THE SLOPE SHALL BE 1/8"/FT 4. PIPES PASSING THROUGH CONCRETE SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING OR WRAPPING THAT WILL WITHSTAND ANY REACTION FROM LIME AND ACID IN THE CONCRETE. MINIMUM THICKNESS OF WRAPPING SHALL BE 0.025". 5. ANY PIPE THAT PASSES UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT INTO THE WALL A PIPE SLEEVE TWO PIPE SIZES LARGER THAN THE PIPE PASSING THOUGH. 6. ROOF PENETRATIONS SHALL BE MADE WATER TIGHT BY THE USE OF LEAD, COPPER OR GALVANIZED IRON FLASHINGS OR AN APPROVED ELASTOMERIC MATERIAL. 7, THE INSTALLATION OF FIXTURES SHALL CONFORM TO SECTION P2705.1 OF THE F.B.C. 8. THE WATER HEATER SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24 GAGE AND NO LESS THAN 1.5" DEEP. THE RELIEF VALVE SHALL DRAIN INTO THE PAN. SEPTIC SYSTEM NOTES: 1. THIS DRAWING IS BEING PROVIDED TO DEPICT THE INSTALLATION OF THE SEPTIC SYSTEM THAT WILL SERVICE THE RESIDENCE. 2. THE INSTALLATION OF THE SEPTIC SYSTEM SHALL BE IN CONFORMANCE WITH THE FLORIDA ADMINISTRATIVE CODE CHAPTER 64E-6, THE FLORIDA BUILDING CODE 2006 REVISED EDITION, AND LOCAL BUILDING CODE ORDINANCE. 3. THE SYSTEM HAS BEEN DESIGNED TO THE FOLLOWING DESIGN CRITERIA AS REQUIRED BY CHAPTER 64E-6 OF THE FLORIDA ADMINISTRATIVE CODE TO SERVICE THE 5,070 FT° RESIDENCE WHICH CONTAINS FOUR BEDROOM: - 1200 GALLON CAPACITY TANK - 778 FT' TILE FIELD - 778 FT' UNOBSTRUCTED LAND 4. THE DESIGN AND INSTALLATION OF THE SEPTIC SYSTEM SHALL BE PERFORMED BY A CONTRACTOR QUALIFIED IN THE INSTALLATION OF THE SEPTIC SYSTEMS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A SITE EVALUATION IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE AND PROVIDING SAID INFORMATION TO THE PERMITTING AUTHORITY. Od x 149H ENGINEERING, INC. FLORIDA LIC. CA 8421 10211 West Sample Road Suite 1o6 Coral Springs, FL 33065 Phone: (954) 757-8666 Fax: (954) 757-7004 e$'c 1ANs R QUlp�rO %F YBE � , 8 wpAK �YWrh4S,RtlyllNa9D rO S T 001018 W Cn x Approved: Edwin M. Faerma: State of Florida License No. Revisions: REV 1 IINCORP. CODE COMMENTS PLUMBING & ISOMETRIC I Scale: AS NOTED I Project No: Drawn: S.A.H. Checked: A.J.R./S.T.B. 5765-404 Approved: E.M.F. Sheet No: Date: 9/8/o6 P1