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1255 NE 93 St (8)niiuu x.111111.. 11 Si 1 111 Pte' LF240 -04 R240-04 LIMITED POWER OF ATTORNEY (With Durable Provision) NOTICE: THIS IS AN IMPORTANT DOCUMENT. BEFORE SIGNING THIS DOCUMENT, YOU SHOULD KNOW THESE LMPORTANT FACTS. THE PURPOSILOF THIS POWER OF ATTORNEY IS TO GIVE THE PERSON WHOM YOU DESIGNA'TE (YOUR "AGENT "') BROAD POWERS TO HANDLE YOUR PROPERTY, WHICH MAY INCLUDE POWERS TO PLEDGE, SELL OR OTHERWISE DISPOSE OF ANY REAL OR PERSONAL PROPERTY WITHOUT ADVANCE NOTICE TO YOU OR APPROVAL BY YOU. YOU MAY SPECIFY THAT THESE POWERS WILL EXIST EVEN AFTER YOU BECOME DISABLED, INCAPACITATED OR INCOMPETENT. THIS DOCUMENT DOES NOT AUTHORIZE ANYONE TO MAKE MEDICAL OR OTHER HEALTH CARE DECISIONS FOR YOU. IF THERE IS ANYTHING ABOUT THIS FORM THAT YOU DO NOT UNDERSTAND, YOU SHOULD ASK A LAWYER TO EXPLAIN IT TO YOU. YOU MAY REVOKE THIS POWER OF ATTORNEY IF YOU LATER WISH TO DO SO. TO ALL PERSONS, be it known, chat I, / 41(9ePre 4 /c/ES of Z? // S• / /7Gf /r'Zr icrot,PO • as Grantor, do tergby,f9alcp and gran a limi,t4ald specic Rowe ( of attorney to 046sr S 1'4.. ; //. 'S /yL7�c�1i' /f C.w Z) of t 614 �' �r'1 "�/ '7� •rd -t�� ► , 3/3 and appoint and constitute said individual as my attorney -in -fact. My named attorney -in -fact shall have full power and authority to undertake, commit and perform only the following acts on my behalf to the same extent as if I had done so personally; all with full power of substitution and revocation -in the presen e: (Describe specific authority) To represent me in any matters, or decision making regarding the house at 1255 NE 93 Street. Miami Shores, FL; for specific purposes including, buf not limited to any construction alterations, additions, painting, driveway modiflcations, swimming pool before any l3oard of Architects, City Planning Groups, or any necessary approval boards to facilitate completion of the project. • The authority granted shall include such incidental acts as are reasonably required or necessary to carry out and perform the specific authorities and duties stated or contemplated herein. My attorney -in -fact agrees to accept this appointment subject to its terms, and agrees to act and perform in said fiduciary capacity consistent with my best interests as my attorney -in -fact deems advisable, and I thereupon ratify all acts so carried out. I agree to reimburse my attorney -in -fact all reasonable costs and expenses incurred in the fulfillment of the duties and responsibilities enumerated herein. IMPORTANT NOTE: This form is not valid for delegating personal financial and or property matters in the state of Maine. To obt4in the correct form, call 1- 800 - 822 -4566 or visit www.MadeE -Z.com and click "access bonus forms" for a free downloadable form. 0 1992 -2001 Made &Z Products, Inc. Page t Rev. 03/02 This product does not constitute the rendering of legal advice or services. This product is intended for informational use only and is not a substitute for legal advice. State laws vary, so consult an attorney on all legal matters. This product was not necessarily prepared by a person licensed to practice law in your state. ATAK Special durable provisions: This power of attorney shall not be affected by subsequent incapacity of the Grantor. This power of attorney may be revoked by the Grantor giving written notice of revocation to the attorney -in -fact, provided that any party relying in good faith upon this power of attorney shall be protected unless and until said party has either a) actual or constructive notice of revocation, or b) upon recording of said revocation in the public records where the Grantor resides. Other terms: Signed under seal this l Y` j day of Signed in the presence of: State of 1 4 County ofb On ca .0 1-"' 3 . appeared person nam: is/are n. same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. 14 aZ (Z' 5- before me, proved to me on the basis of satisfactory evidence) to be the person(s) whose to the within instrument and acknowledged to me that he/she/they executed the Affiant Known Produced ID Type of ID (Seal) State of 4 County of Ae, Ong . • I- before me, appeared personal known to • = or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) >. Y - u • cribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h .d and official seal. ] AMEW 8. DORADO MY COMMISSION 9 DD 064072 gF EXPII €S: October 10, 2005 ' ' 1;ifa, Banded Ttw try Putfjc uede en Affiant Known Produced ID Type of ID (Seal) Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/26/2004 Applicant: ALBERTO Owner: VALDES JOB ADDRESS: 1255 Contractor CALBI CORP Local Phone: 305 -- 256 -0960 Parcel # 1132050270090 NE 93 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -81 VALDES ALBERTO ST Contractor's Address: 14625 SOTHWEST 174 TERRACE Legal Description: 5 53 42 BAY LURE Permit Status: APPROVED Permit Expiration: 7/20/2004 Construction Value: $2,400.00 Work: INSTALLATION OF 10 ACCORDION SHUTTERS Signed: (Contractor or Builder) BY: Page 1 of 1 PB 44 -63 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: FEE2004 -815 FEE2004 -816 FEE2004 -817 FEE2004 -818 FEE2004 -819 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $125.00 $1.80 $0.60 $3.13 $6.00 $136.53 Total Fees: $136.53 6 i Total Receipts: $0.00 86. S3 C Q),tti In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. CALB! CORPORATION HURRICANE SHUTTERS 17955 SW 160TH AVE. MIAMI, FL 33187 (305) 256 -0960 PAY TO THE / /t.0 v [ ORDER OF / 14,21/ , C� / G1 C1 1/ (41.1 MEMO CITY NATIONAL BANK OF FLORIDA MIAMI, FLORIDA 33156 18 63- 436 -660 P0021380 I:066004167i: 180354434311' 2138 $57cO j DOLLARS - EXIST. BATH UTILITY TO REMAIN GARAGE 10 REMAIN OL 7 > FI f:I C_1 1 l I H .I 1 1 I L (8 -5' CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' - CEILING ) f -- 1 I I LJ TT TTT - ' - T - T (- j �j c r J EXISTING j SCALE: POOL TO REMAIN I L LEGAL DESCRIPTION : FAMIL TO RENIN CLING ) BOT CC DROP CEILING E CV• Y -5' LIVING TO REMAIN (8' - CEILING ) ,IL Z you -7 REMOVE DOOR 2 (B' -5' CEILING ) BATH (8' -5' CEILING ) W.I.C. TO REMAIN DEMOLISH CONCRETE SLAB BLOCK UP WINDOW OPENING WINDOW OPENING HALL (8' -5' CEILING BOT. OF DROP CEILING ELEY, - Y -5' BA BEDROOM 2 TO REMAIN (8' -5' CEILING ) BLOCK UP MASTER BEDROOM TO REMAIN (B' -5' CEILING ) 1 W n ---1 0 L1� LJ Ee J w Q w Z � U Z j wer O Cr) Z i= D Q Z In _ J O U U BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Slas, Inc. 1121 S. W. 122 Avenue ( #307) Miami, Florida 33184 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority having Jurisdiction (AIIJ). 'This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "IIT -100" / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 00 -849, titled " IIT100 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #8 dated May 10, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMlNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #00- 0628.16 and consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Ilelmy A. Mahar, P.E. MIAMI -DADE COUNTY, FLORIDA MET RO-DADE FLAGLER BUILDING • 140 WEST FLAGLER STREET, SU1 FE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0611.06 Expiration Date: 06/17/2007 a pproval Date: 06/17/2002 Page 1 z C 0 11 • .055 1 HEADER-CLG. UNTED SCALE: HALF SIZE GENERAL NOTES; /02 11:65 0 .0 0 0 048 Ile 0 t3 + t2 3.993 4.478 () ADAPTER SLAT SCALE: HALF SIZE 2.420 .966 1.193 .875 t2 -- trt itLr1 t 1 ..055 t2 • .076 t3 = .097 .483 t2 co P 0 r• • en t1 -ri ® HEADER•WALL MOUNTED SCALE+ HALF SIZE 0.048 0 0 0 1344 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI - DADE COUNTY PROOUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIOA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS A 33X. INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING COOE AND GOVERNING WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd •tO SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. - 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MOOIFICATIdNS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH OETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: IM M1AMF-0ADE COUNTY PROOUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 12. ALL SCREWS ANO BOLLA TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL, OR GALVANIZED STEEL/ITH A MINIMUM TENSILE STRENGTH OF 33 K.S.I., U.O.N. POP RIVETS TO BE 3/16 1s, 5052 ALUM. ALLOY, U.O.N. 13. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. ® BUILD-OUTWALL HEADER SCALE: HALF SIZE 0 P 0 0.12 { 0.107 i t1. .055 t2 • .076 t3 • .125 .248 3.840 MAX 384. .060 - t 060 .060 2.775 9 2.586 .250 .949 1.391 - - 73 .. TYP. 2 0 N N .165 I.D. .285 0.0. 1.891 O OEMATE 1 SCALE: HALF SIZE I. N vn 1 1 2" MIN. - 5" MAX. L () ANGLE 11 SCALE: HALF SIZE . 158% ,440; 151' 1.350" TY�. 2 0.326 0.620 (OPTIONAL) 1.840 0.875 91.522' 0,60 (T 2) 1.840 60 () LOCKING F CLIP SCALE: HAL SIZE m -1r O *-060 0.483 r2 o PI ti s N 0 ere 0 .058 t100 TYP. AT EVERY OTHER INSIDE JOINT AT TOP. .472"1.0. .612" O.D. t1 m� } 500 - 4- 0 s en S m 0 t1 • .055 J t2 .076 t2 .076 ` 0 0 _4 V ® SILL-WALL MOUNTED SCALE: HALF SIZE @ ROLLER ASSEMBLY SCALE: HALF SIZE tt a.055 t2 t3 • .097 2.795 2.984 .251 s CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY .320. HOLE NYLON WHEEL RIVETED IN PLACE L30 V .375 0 0 483 .875 , 483 1.840 I I 0 I I 2 I I 1 tt, r 230 1, .300 MAX TOP 375 :115 0 P y 230 MAX. BOTTOM 1.685 0 cre N @ BUSHINGS SCALE: FULL SIZE .485 CARRIER � ADJ. SILL -TOP SCALE: HALF SIZE .248 .060 - 115 N N 3.245 3.049 .510 I.D. .630 0.0. .060 ADJ. SILL -BOT. SCALE: HALF SIZE 0 .165 I.D. .285 0.0, 1 .060 250 .949 ® CENTER MATE 1 (AI LOOGNGROO) SCALE: HALF SIZE 0 1.391 1.891 1.533 0 0 .055 -I' (TYP.) n _.•. 60 L_Ji -n - 4' 0.375" cie N Y () INSERT 13 SCALE: HALF SIZE H r • 0.200 .050 .025 (TYP. 1 1.250 1 C I 90' END SLAT SCALE: HALF SIZE FLAT END SLAT ®TYP. SLATS SCALE: HALF SIZE SCALE: HALF SIZE 0 eti J 0 s WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE () FLOOR MOUNTED @BUSHING (NYLON) () SHIM (NYLON) SCALE: HALF SIZE SCALE: HALF SIZE $ SCALE: HALF SIZE .1.20. .095 0.435" R 0.135" R 1.250 .985 40 ,050 --144 .942 1.659 2.101 282 1 ,+282 3.465 3.267 .510 I.D, .625 y } 060 1 1 060 1.345 () CENTER MATE 2 (W/ LooONG ROO) 0 SCALE: HALF SIZE 1/8' MILK STAINLESS STEEL () LOCKING ARM 1� SCALE: HALF SIZE Approled u oro cptyiagwith the Florida 13 7 Code Z O 0 .• Date O / 7 Miami Dade nodal oatrol $yir 1r4. " _ 7 �" . f4 v R 0 L. VJ. KN INFER 10983 00 (0 N 0 O 0 co I date 07/23/1996 scale AS NOTED design by VJN f N N U� � N Z0 " Q CD c7 - C O 7 O 250 ch rin^ U_ � vJ T A ( 2 ¢ N T 0 0 (drawn by l HCR checked b V .o drawing no. 00 -849 sheet 1 of 6 N 0 0 0 0 0 0 2 0' v 0 d am ' c0 0 0 / .0 i c0 03 0 N 0 N L 01 0 0 0 0 0 • N b ¢ / O v / 0 Q L 0 N i E • ':�IUI te r ' g MM II U 11 r tt i L i �c 14 O •■• IMO 0 (TYP.) 6 -1/2" 100• 'i02 11:05 BOTTOM TRACK TYPICAL ELEVATION N.T.S. FASTENER Cit 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). B (TYP. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 3/4" MIN. SEE FASTENER SCHEDULE 1 -1/2" MAX. OPTIONAL DRILL 5/e "<6 HOLE FRO BOTTOM OF EXTRUSION V BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW z - NO LIMIT CAN BE La 18" ABOVE OR BELOW CENTER (SEE NOTE 6) PLAN VIEW MW. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANOLE WHEN MOUNTED INSIDE.— TYPICAL PLAN VIEW SCALE: 3" = 1' -0" JOINT BETWEEN REMOVABLE ANO FIXED SILL 1 "x1'x1/8 ALUM. ANGLE W/ 3/16 "A POP RIVETS 4 6" 0.C. REMOVABLE FLOOR TRACK DETAIL. SCALE : 3 "= 1'- 0" FASTENER CI 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS — SECTION L SINGLE ARM LOCK N.T.S. F ASTENER 'TYPE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION SINGLE ARM LOCK N.T.S. ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2' MIN. s y- FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (DOES NOT REPLACE SINGLE ARM LOOQ OPTIONAL CLOSER HANDLE N.T.S. YLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. CARRIES BUSHING 12 1z I moo_jI - 7/16 0.0. x 0.6 LONG NYLON If BUSHING 0 as O 010 x 2' SMS. MANUFACTURED FROM #410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 52 0 FLUOROCARBON COATING L .460'0 x .050' THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 - 0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE (TYP.) USE0 wart PIECES SAND ® LOCKING PIN SCALE: 1 /2" = v -0" SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANOLE WHEN MOUNTED INSIOE.— OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" FASTENER (dl 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR), EXISTING GLASS 2" MIN . Approved as compiyiaswith the Florida Onidiyg Cod Date 0 67 `1 l Z- _ o 0 Z� N Miami Dade Frodact co I0 (0 O O u3 O 0 0 o r O VI I8 UI r 0 d't• 07/23/1996 scat• AS NOTED design by VJK drawn by MCR (cNackad by l VJK drawing no. 00 -849 sheet 2 of 6 SECTION TOP TRACK 7 LOCKING LT. A l' SIDE LOCATION CL. MECHANISM N 0 0 0 0 0 0 2 0' v 0 d am ' c0 0 0 / .0 i c0 03 0 N 0 N L 01 0 0 0 0 0 • N b ¢ / O v / 0 Q L 0 N i E • ':�IUI te r ' g MM II U 11 r tt i L i �c 14 O •■• IMO 0 (TYP.) 6 -1/2" 100• 'i02 11:05 BOTTOM TRACK TYPICAL ELEVATION N.T.S. FASTENER Cit 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). B (TYP. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 3/4" MIN. SEE FASTENER SCHEDULE 1 -1/2" MAX. OPTIONAL DRILL 5/e "<6 HOLE FRO BOTTOM OF EXTRUSION V BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW z - NO LIMIT CAN BE La 18" ABOVE OR BELOW CENTER (SEE NOTE 6) PLAN VIEW MW. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANOLE WHEN MOUNTED INSIDE.— TYPICAL PLAN VIEW SCALE: 3" = 1' -0" JOINT BETWEEN REMOVABLE ANO FIXED SILL 1 "x1'x1/8 ALUM. ANGLE W/ 3/16 "A POP RIVETS 4 6" 0.C. REMOVABLE FLOOR TRACK DETAIL. SCALE : 3 "= 1'- 0" FASTENER CI 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS — SECTION L SINGLE ARM LOCK N.T.S. F ASTENER 'TYPE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION SINGLE ARM LOCK N.T.S. ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2' MIN. s y- FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (DOES NOT REPLACE SINGLE ARM LOOQ OPTIONAL CLOSER HANDLE N.T.S. YLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. CARRIES BUSHING 12 1z I moo_jI - 7/16 0.0. x 0.6 LONG NYLON If BUSHING 0 as O 010 x 2' SMS. MANUFACTURED FROM #410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 52 0 FLUOROCARBON COATING L .460'0 x .050' THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 - 0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE (TYP.) USE0 wart PIECES SAND ® LOCKING PIN SCALE: 1 /2" = v -0" SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANOLE WHEN MOUNTED INSIOE.— OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" FASTENER (dl 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR), EXISTING GLASS 2" MIN . Approved as compiyiaswith the Florida Onidiyg Cod Date 0 67 `1 l Z- _ o 0 Z� N Miami Dade Frodact co I0 (0 O O u3 O 0 0 o r O VI I8 UI r 0 d't• 07/23/1996 scat• AS NOTED design by VJK drawn by MCR (cNackad by l VJK drawing no. 00 -849 sheet 2 of 6 l7 0 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR DOOR O O A WALL MOUNT SECTION SCALE: 3" = V -0" GLASS OR 000R • 02 11:05 11 CONT. 1/2' 0 CONT. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION `TYPE S' BUT 00 NOT EXCEED 6' SPACING MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.), FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 5' BUT DO NOT EXCEED 6' SPACING 1/2' 1/2' EMBED. 5/8 MAX. NOTE; 11 CONT. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'r(pE 1' ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N O FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' 5/8' r1AX. 9 -3/16' MAX. 11 CONT. 1/2 11 CONT. 1/4" MAX. 4 4 BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 8 CONT. 1/4' MAX MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) GLASS OR 000R 3/16 POP RIVET OR 412 TO< SCREW 6' 0.C. (TYP.) LOS ASSEMBLY 1' x 1" x 1/8" ALUM. ANGLE W 3/16'0 POP RIVETS (a 6" 0.C. FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE • 1/4 -20 MACHINE BOLT W/ NUT f 12' O.C. (TYP., TOP L BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER PIN I ir /2' TWO 1/4 -20 MACHINE BOLTS O 1/4" MAX. W/ NUT OR 414 TEK SCREW (t 12' 0.C. (TYP.. TOP L BOTTOM) 1/2' z < N a1.- 0 t 3i ON J W X <" ELJ W N 4 1/4' MAX. EDGE DIST EDGE DIST. ® CEIUNc1NSIDE MOUNT SECTION SCALE, 3" - 1' -0" EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. W w GLASS OR DOOR W W EQ. EQ. 5/8' MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 3/16 - 0 POP RIVET @ 6" 0.C. (TYP.) EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1/4' M z < 1A a N 0 0 ul J X O < W E� W V, 1/4' MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4' OFF CENTER REFERENCE CONNECTION TYPE 4' 5/6" MAX. GLASS OR DOOR EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. PRI 0 0 1/2' MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 5 2 -7/8' MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2' TYP. TOP L BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2' ® BUILD_OUT MOUNT SECTION SCALE: 3" = 1' -0" 1/ MAX. 4 Z H y W 1- !z< XO <W Eu WO H 4 4 1/4' MAX. USE - FOR LARGER SPANS pUSE TWO 2" x 5' Al. ANGLES (SEE SCHEDULE 1 TYPE C1 FASTENER, SEE ANCHOR r i . SCHEDULE. REFERENCE FASTENER, SEE ANCHOR CONNECTION 'TYPE 1' SCHEDULE. REFERENCE BUT 00 NOT EXCEED I 8 -1/2' SPACING CONNECTION 'TYPE 2' 1/4 -20 MACHINE BOLT W/ =fl' NU T Lis 12" O.C. (TYP., TOP I L BOTTOM) � Li 1 ti M IN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) I— Amriregill ', Ill 3 -3/4' MA 1 ALT. ANGLE LEG DIRECTION (TYP BUILD -OUT MOUNT SECTION SCALE, 3" - 1' -0" MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 11 CONT. - FOR LARGER SPANS USE TWO r x S' AL ANGLES (SEE SCHEDULE 1 TYPE C) 5/8' MAX. EMBED. 1/4' MAX. < in a N W O • J J < X W E W 4 1/4' MAX. O1 TOP L BOTTOM ® FIOORMOUNT SECTION SCALE 3" = O W 10 O W GLASS OR DOOR — 1- t- N 0 1/4" MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' IN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 3 -3/16' MAX. 5/8" MAX. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2' x 2" x .050' ALUM, TUBE TYP. TOP L BOTTOM ® BUILD_OUT MOUNT SECTION SCALE: 3" - 1' -0" BY 1/4' MAX. 4 4 4 1/4' MAX Apprmcd ss coin p()iugw(th the Florida Bald' g Cod Date o 6 17 j to o NOAH Miami Dade Product Coutroi Q FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT 00 NOT EXCEED 8 -1/2' SPACING U u Z Z N W -r- ti 1 � W L! a ._ Q O � 0 . N N to ce < " CO T O = z UJJ N � W N Z O • "s n LL. a Id 5 • 1r W 0 '0 • O N54 a a i d ss 3 5 0 data 07/23/1996 scat• AS NOTED z N V 0 4 V w z N 0 0 0 U 4. 6 L 2 1n 0 W 03 8 design by VJK 00 10 (0 N O 0 0 1- s 'drawn by 1IER checked by VJK drawing no. 00 -849 ( sheet 3of6) z ALUM. BEAM & SHUTTER SCHEDULE D DESCRIPTION SHUTTER SPAN BEAM - 2" x 5' S' -0 9•-s- Tw . .125' 8•-0 e' -1 T t ..125' 10' -0 7-6" 2" x 8- S' -0' 14' -0' Tw • .072' e -0 12*-0" Tt •.224' • 10' -0 ir-r 2' x r s. -o" u•-s- 9' -0' 13' -2• Tw • .072' Tf • .224 10' -0 1Y -3" N 0 0 n co O y O U 2 rn v 0 O 03 01 03 O .3 a 7 CO co co O O O I 0 O O 0 EXISTING STRUCTURE THREE 5/16 CALK -IN (31 3-1/8' O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. GLASS OR 000R GLASS OR DOOR THREE 5/16'0 CALK -IN @ 3 -1/8' O.C. ■/ 11-11N. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. 6/07/02 11:05 � V EM3 EXISTING STRUCTURE 5/8' MAX. ALT. LEG DIRECTION 2' x 3' x 1/4" • 0' -8" 6063 -T6 ALUM. ANGLE MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) MIN. SHUTTER SEPARATION FROM GLASS 5/8" MAX: THREE -1/4"0 THRU BOLTS V' MIN. U 0Z Z -" W w Q — O U tr lirt (Ace Q W 2 � L3 Z W 0 W F.. N W Z z U 11 ■ • 1 111 1 0 0cn I U scale AS NOTED U1 0 VI u W N z O 0 0 l�7 .3 (MAX. DESIGN LOAD *72 PS F) ® TOP SUPPORT BEAM DETAIL SCALE. 3" . 1' -0" NOTE. t USE BEAItSCHEP.ULE FOR DETAILSQ17ANDly. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO (OF SUPPORT. 3/16 POP RIVET OR *12 TEK SCREW @I 6' O.C. ACCESS HOLE—NI �Tw 1' MIN. I 2'x3'x /4.'x 0' -8" 6063 -T6 ALUM. ANGLE THREE -1/4 - 0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD *72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION b MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (d 12' O.C. USE THRU BOLT OR ACCESS MOLE AS SHOWN IN DETAIL 1/4' MAX. 41 3/16 "0 POP RIVET OR *12 TEK SCREW (b6'O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW L NUT @I 12' O.C. PROVIDE 1'0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRBOLT AS SHOWN IN DETAIL (H) GLASS OR DOOR MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 1 � 0— EMBED. PLYW000 ANO STUCCO FINISH 5/8" MAX.— Z 112- 1/4 -20 S.S. MACHINE SCREW 3. NUT 0 12" 0.C. PROVIDE 1 "0 ACCESS HOLE (, BACK SIDE FOR FASTENING TWO 1/4 - 0 S.S. LAG SCREW (a 24" O.C. MAX. W/ 1 -3/4' PENETRATION IN CENTER OF STUOS 1" x 3" x 1/8' OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD *72 PSF) () WALL MOUNT SECTION - USING ALUM. TUBE SCALE: r . 1' -0" _ r 1/4 MAX. GLASS OR DOOR MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 z E EMBED PLYW000 ANO STUCCO FINISH 5/8' MAX —� O -- 2' x 6 P.T. W000 PLATE Dhis By Z1/2" 1/4' MAX. FOR W000 PLATE USE 1/4"0 S.S. LAG SCREW Wt 1 -3/4' PENETRATION INTO W000 PLATE 12' 0.C. TWO 1/4 5.5. LAG SCREW (m 24' O.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUOS (MAX. DESIGN LOAD *72 PSF) ® WALL MOUNT SECTION - USING 2' x 6' WOOD PLATE SCALE. 3" . V -0" Approlci rs complying wills the Florida B 'di .: • j,o O '1 Date t7 • o NOM ° Miami Dade Product Control (dare 07/23/1996] l drawn by ( HCRJ [ design by l VJK 'checked bl VJK drawing no. 00 -849 sheen 4 of 6 MAXIMUM ALLOWABLE SPAN S SCHEDULE - TYPE A T TYPES T TYPE C T TYPE D T MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 8 L POSITIVE ACTUAL MIN. SEPARATION MIN. SEPARATION DESIGN SPAN FROM GLASS FOR FROM GLASS FOR .. LOAD (W) (FT - IN) INSTALLATIONS LESS INSTALLATIONS GREATER (PSF) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 - 1/2 7 - 0 2 -7/8 1 -5/8 30.0 3 - 0 2 -7/5 1 - 5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 - 5/6 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 - 3/4 3 5 - 0 2 -7/8 1 - 1/2 7 - 0 2 -7/8 50.0 • 6 - 0 1 -3 /4 2 -T/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 . 2 - 7/8 1 - 1/2 7 - 0 2 -7/8 1 -5/8 60.0 0 - 0 2 - 7/8 1 - 3/4 11 - 0 3 1 -3/4 11 - 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 0 - o 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 -4 3 2 -5/8 5 - 0 2 -7/8 : 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 6 - 0 2 -7/8 1-7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 0 -0 2 - 7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7 /8 1 -1/2 7 - 0 2 - 7/8 1 - 3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 rn v to 0 of 0 3 03 03 03 0 i to 0 O Q < 0 O x2 - x1/8" ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) x2 "x /e- ALUM. TUBE 6063 -T6 ALLOY "/02 11:05 2" MIN. FASTENER 0 24' 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) @ ALT. CLOSURE DETAIL SCALE: 3" : )' -0" NO EITHER CONDITION HAY BE TYPICAL FOR EITHER SIOE °CORNER CLOSURE DETAIL *10 x 1/2' GALVANIZED 5115 OR 3/16 - 0 ALUM. POP RIVET (� 18" 0.C. 1' x 1" x .055" ; 1' x 2" x .055'; 2 x 3 x .055" ; 2" x 4' z .055' OR 2" x 5" z .125' AL. ANGLE *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4'0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ®OR 9a -- FASTENER @ 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" 1' -0" 2" x 2' x .12S' ALUM. ANGLE CONT. NOTES: 1/4 -20 TRUSS HEAD BOLTS b NUTS W/ LOCK WASHERS Cd 24" 0.C. HALF OF 0 USE MALE OR FEMALE AS REQUIRED CD ALT. CORNER CLOSURE DETAIL SCALE: 3" 1• -0" 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING.CONOITION IN FIELD, 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION HAY 8E USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN, 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. *10 x 1/2' GALVANIZED 5M5 OR 3/16'0 ALUM. POP RIVET @ 18" 0.C. 1" 1 ' . 0 5 5 " ; 1 " 2 ' 0 5 5 " ; 2'x3 "x.055' ;2 x4'x.055 OR 2 x S" x .125' AL. ANGLE EXISTING STRUCTURE 0.062" THICK RECESSED SILL 3105 -1132 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) •1 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) °ALTERNATE FLOOR MOUNT DETAIL EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (0 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE Approved as co10ptytagwith the Florida B ' ": Code Date • • NOM ! - • Weal Dade Prod trol Div 1, 13y • ...-�+ L v _ z W 1- V O -0 X V LLI N z Y 0 0 U Z 8 2 0 m W z 0 8 0 N VJ. a Lkerve NO dare 07/23/1996 scale AS NOTED, design by VJK co m 0 rawn by MCA checked by VJK drawing no. 00 -849 sheet 5 of6 � rn v to 0 of 0 3 03 03 03 0 i to 0 O Q < 0 O x2 - x1/8" ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) x2 "x /e- ALUM. TUBE 6063 -T6 ALLOY "/02 11:05 2" MIN. FASTENER 0 24' 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) @ ALT. CLOSURE DETAIL SCALE: 3" : )' -0" NO EITHER CONDITION HAY BE TYPICAL FOR EITHER SIOE °CORNER CLOSURE DETAIL *10 x 1/2' GALVANIZED 5115 OR 3/16 - 0 ALUM. POP RIVET (� 18" 0.C. 1' x 1" x .055" ; 1' x 2" x .055'; 2 x 3 x .055" ; 2" x 4' z .055' OR 2" x 5" z .125' AL. ANGLE *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4'0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ®OR 9a -- FASTENER @ 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" 1' -0" 2" x 2' x .12S' ALUM. ANGLE CONT. NOTES: 1/4 -20 TRUSS HEAD BOLTS b NUTS W/ LOCK WASHERS Cd 24" 0.C. HALF OF 0 USE MALE OR FEMALE AS REQUIRED CD ALT. CORNER CLOSURE DETAIL SCALE: 3" 1• -0" 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING.CONOITION IN FIELD, 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION HAY 8E USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN, 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. *10 x 1/2' GALVANIZED 5M5 OR 3/16'0 ALUM. POP RIVET @ 18" 0.C. 1" 1 ' . 0 5 5 " ; 1 " 2 ' 0 5 5 " ; 2'x3 "x.055' ;2 x4'x.055 OR 2 x S" x .125' AL. ANGLE EXISTING STRUCTURE 0.062" THICK RECESSED SILL 3105 -1132 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) •1 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) °ALTERNATE FLOOR MOUNT DETAIL EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (0 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE Approved as co10ptytagwith the Florida B ' ": Code Date • • NOM ! - • Weal Dade Prod trol Div 1, 13y • ...-�+ L v _ z W 1- V O -0 X V LLI N z Y 0 0 U Z 8 2 0 m W z 0 8 0 N VJ. a Lkerve NO dare 07/23/1996 scale AS NOTED, design by VJK co m 0 rawn by MCA checked by VJK drawing no. 00 -849 sheet 5 of6 � FASTENER MAXIMUM SPACING ANCHOR SCHEDUL? DESIGN LOADS ANO SPANS (INCHES) REQUIRED FOR VARIOUS ' ANCHOR TYPE LOAD (W) MAX (SEE NOTE 1) MIN. 2' EDGE LIST A. *KE MIN. 3' EDGE DISTANCE SPANS UP TO 5, -8 .. (SEE NOTE 1) SPANS UP TO 8' -0.. (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 3 4 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 11 5 7 12 12 8 3 9 12 7 3 8 4 11 5 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 012 4 12 7 a 4 3 4 r o.11111111111111U11111111111110 1 /4 "m ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT (MIN. 3.100 P.s.L CONCRETE 72.0 12 12 10 4 6 8 12 7 3 5 12 6 3 12 4 11 5 P PARAL ENETR LEL ATION OR SPEHEAR RP. 12 12 12 5 7 9 12 3 3 5 6 12 7 3 7 92.0 11 12 7 � g 6 TO W000 GRAIN 210.0 7 12 4 6 7 12 4/ 6 7 12 4/ 6 7 12 4" 6 210.0 4 11 5 3 4 11 5 4 11 5 4 11 5 4 12 7 3 4 4 12 7 3 4. 4 12 7 4 4 12 7 4 * f il] fEMALE - 1/4 MIN. b 1/4 � S3RDPW + +n + " ° ° ° +" ELCO MALE/ W/ EMBEDMT - 20 MACHINE 48.0 12 12 11 7 12 12 8 12 12 7 5 10 4 O 12 12 12 6 8 12 12 9 4 5 12 12 8 5 5 10 5 3 62.0 12 12 8 6 11 12 6 7 11 5/ 3 8 4 ��12 12 12_10 4 6 12 12 7 3 4 7 11 6 4 3 9 4 3 72.0 12 12 7 5 6 11 5 f 4 9 4 / 3 8 4 � 12 4 5 6 11 6 3 4 10 5 3 9 4 3 92.0 9 12 5 4 4 3 8 4 / 3 8 4 A 3 8 4 Ai 9 12 6 3 4 3 9 4/ 3 3 9 4 A 3 9 3 210.0 3 8 4•• 3 8 4 " 8 12 4,f 10 I / I J� 6 10 3 10 8 12 4c 7 9 4d 3 3 9 4d 3 9 4 3 1/4 "0 POWERS W/ 7/8" tr.1/4-20 STEEL MACHINE (MIN. 3.000 CALK EMBEDMENT STAINLESS PSI CONCRETE) -IN SCREW 48.0 12 12 12 9 12 12 11 • 12 4 7 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 12 11 6 8 62.0 12 12 12 7 12 12 9 12 12 8 4 8 7 12 6 3 6 12 12 12 10 12 12 12 12 7 11 12 12 12 6 9 12 10 5 7 72.0 12 12 11 6 12 12 7 9 12 7 4 6 7 12 6 3 6 12 12 12 9 12 12 12 12 6 9 12 12 11 5 9 12 10 5 7 92.0 12 12 8 5 7 12 6 7 12 6 3 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 5 9 12 10 5 7 210.0 7 12 6 3. 7 12 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 5 7 9 12 10 5 9 12 10 5 7 p ( 48.0 62.0 12 121210 12 12 5 4. : 12 1212 12 9 7 4 4 12 7 12 11 8 6 3 5 5 10 5 4 �3 3 12 12 12 12 12 12 7 5 9 7 12 1212 12 11 8 4 3 5 12 12 10 4 5 11 6 3 3 o- 5 8 12 7 3 3 10 5 t t /4 "O NAIL - IN M1 (MSN 3 O C POWERS ZAMAC W/ 1 - 1/8" EMBEDMENT A �sl t u n t x F T r O 72.0 12 12 8 3 6 11 6 3 4 10 5 A 3 0 . 3 12 12 10 4 6 7 12 7 3 4 5 11 6 4 3 10 5 3 92,0 9 12 6 3 =I; 3 3 9 4% 3 3 9 4 0.D 10 12 8 3 4 3 10 5 70 3 3 10 5 'As 3 10 5 % 3 210.0 48.0 3 1212 9 9 4 4 E m 3 3 9 4 5 0 3 3 3 9 6 4 3 ro x 3 3 10 5/ 3, 3 10 12 5 7 p 3�%/ rloma 3 7 4 s 3 :in 1�NA11�1gA11 +.N1111� 62.0 6 3 E 4 7 4 r d , / /%/i�i �l� 2 3 5 8 5f_� 4ID%� 6 4 r e" 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72.0 a Y/O %% 3 I 3 % j � /� g ,/J 92.0 751 4 as [ /4 ,g4I/J ' � o' �7 /A 7 9 5 3 ZA//,��1.I/liig//! 4 ir /' � /I/ir'/Jr nii %4 210.0 3 r 0%/ii //,/ / i� %%iiira% 4 m +n++m. * r id 1/4 "m ELCO MALE/ EMALE "PANELMATE" 1 - 1/4 MIN. EMBEDMENT b 1/4 - 20 MACHINE SCREW WITH * tall 1 /4"0 POWERS CALK w/ 7/9' EMBEDMENT 1/4 -20 STAINLESS STT EEL MACHINE w/ NUT -IN SCREW 48.0 12 12 11 5 12 12 8 3 3 5 10 4 % 012 12 12 6 8 12 12 9 4 5 1 2 12 8 3 5 El 10 S A 3 62.0 1212 8 401112 6 3 7 11 5 0 3 8 4 10 4 6 1212 7 3 4 7 11 6 4 3 9 4 0 3 72.0 12 12 3 6 11 5 ; 4 9 4 � 3 8 4. r40 � 12 12 8 4 5 6 11 6 ' '3 4 10 5 9 4 3 92.0 NE 0 3 8 4;A r 3 8 4 %g 3 8 4 ' � %,� 9 12 6 3 4 3 3 3 9 4. 9 4 0 3 210.0 3 8 4 0rA 3 8 4 00 12 '4 3 8 8 4 40 F4 3 9 4 3 3 10 r 3 3 9 4 3 9 4 Po 3 12 5 11 6 3 62.0 12 12 7 3 5 10 11 5 3 6 10 4 3 3 r 12 12 11 5 6 12 12 8 4 7 12 7 3 9 6 3 72.0 12 12 6 3 4 5 9 4 4 3 4 8 4. 3 7 3 A ' 12 12 10 6 « 5 7 12 7 5 10 6 3 9 5 rA a 3 92.0 210.0 3 3 10 5 7 F � , 1 3 3 3 7 7 3 3 � _� rI a 3 3 9 7 7 9 3 3 6 3 3 7 7 6 3 3 4 %0 /E %s12 10 3 12 9 12 7 5 11 3 4 4 3 5 3 3 12 9 9 12 8 5 5 3 4 3 9 5 / ©9 © © r 90 0 9 S , , 2 3 3 10 S / gr M/ or rA/ • 3 • • 48.0 12 12 10 10 6 ; 1 62.0 11 11 7 3 7 8 5 N . 3 ®rc %�� - _eig 12 12 8 3 4 8 9 6 / A Pi �r', s/ or 1/4'0 NAIL -IN MIN. ' POWERS ZAMAC " W/ 1 -1/8 EMBEDMENT 72.0 92.0 10 10 6 % , 4 7 5 4 3 O;!'l �/ '� alIFArd//iiir� �� /��,� eo 11 �� 6 11 9 7 6 3 3 3 4 8 5 %/ 3 j NV NV/ 210.0 . . AEI Ma� /'�It ' , i _ � `/' 6 4 FASTENER MAXIMUM SPACING (INCHES) ANCHOR SCHEDULE DESIGN LOADS AND SPANS REQUIRED FOR VARIOUS LOAD MIN. 3/4 EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (W) 5 ' -8 ,. 8 ' -0 ,. 9' -0,. 13' -1" ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION NOTE TYPE TYPE TYPE TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 j.1111,11111111111111N111111N111■ 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 1 /4 "0 W000 LAG W/ • 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 1 -3/4" MIN. THREAD 7 12 4, 6 P PARAL ENETR LEL ATION OR SPEHEAR RP. 92.0 12 12 5 3 8 7 12 4 6 7 12 4 6 7 12 4 g 6 TO W000 GRAIN 210.0 7 12 4 6 7 12 4/ 6 7 12 4/ 6 7 12 4" 6 rn v 0 03 0 n N OD CC as 0 r 0 0 ( a O 5 . '02 11 :05 VJ. KN I'i�O�SAOH R Limns*, date 7 a to (0 N O O In O 0, II 07/23/1996 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 0R EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6, WHERE EXISTING STRUCTURE I5 WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,: TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -GUT MOUNT SECTION°ANCHOR SPACING SHALL NOT EXCEED 6" O.C. Approved as complying with al Florida 6 � /f'1 � /t NOAX Mull Dade ProdectCoatsvl Q BY i8 0 N 0 m scale AS NOTED design by 1 VAS drawn by HER (checked by( ( VJJK drawing no. 00 -849 sheet 6 of 6 1 1. REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 WOOD DOOR 2(48 "X72 ) W/ SELF LATCHING DEVICE FOR POOL ENCLOSURE CODE s \\ = NEW WOOD FENCE _ 7 13.13' i 13 ■ 4 J 17.65' POOL (BY OTHER) UNDER SEPARATE PERMIT IS REQUIRED Lo ozi //52 . 35'// PROPOSED TERRACE/ 0 0 J I%) 52.35' 14.5' CONC. PAVERS 100.00' 12' HIGH STREET TREES SITE NOTE 1: 100.36' NEWi 61 WOOD FENCE 2 kfrcooi � OR _0' _ ELEV. =5.72 FT NGVD 21.55' _LLLLLLLLL _LL_,- LLLLLLLLLL _LLLLLLLLLLLLL 1 1 1 1 I I 1 1 1 I I 1 L L. I__ _I_LLLLLLLLLLLL NE 93 STREET 1 1 1 1 1 1 1, 1 1 1 1 PLAN 3/32 " =1' -0" L_L. - - L_L_L_ 0 N PROPERTY LINE EDGE OF PAVE NT r - 1 EXISTING DRAINFIELD � J 14.5' In N N THERE ARE NOT PERTINENT FEATURES ON ADJACENT PROPERTIESAND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. NEW ' 6 4 ' W000 FENCE 1 1/4" WATER L WOOD DOOR (36 "X72 ") W/ SELF LA [CHING DEVICE FOR POOL ENCLOSURE CODE NE EXIST. BATH UTILITY TO REMAIN 4 11 0 sssssssssss ._ss.ssssss: :s.as.assss.a a.assssssss.a._ss.a.a. :: ssss.as._sss.a's's s: :a -s. GARAGE TO REMAIN r [ (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (B' -5" CEILING ) POOL TO REMAIN FAMILY TO REMAIN (E3' -5" CEILING ) LIVING TO REMAIN (8' -5" CEILING ) REMOVE DOOR BLOCK UP BLOCK UP WINDOW OPENING WINDOW OPENING (8' -5" CEILING ) BATH EXISTING CONCRETE SLAB (8' -5" CEILING ) W.I.C. TO REMAIN MASTER BEDROOM TO REMAIN (8' -5" CEILING ) WOOD PE\CE DES SCALE : N.T.S. ALL NAILS AND CONECTOR SHALL BE GALVANIZED 2X4 No 3 P.T WOOD RAILS (3) MIN. ATTACHED TO WOOD POST WITH MIN. (4) 10d NAILS a . a FENCE HEIGHT ABOVE GRADE 6' - O" POST SPACING 4'- 0 "o /c WOOD PICKETS,5 /8" MIN.DRESED THICKNES. ATTACH EACH PICKET TO RAIL WITH (2) 18 GA. STAPLES 1 -3/4" LONG. 4X4 No. 2 p.t. WOOD POST \G DETAIL L EXIST SCALE: -GAL 3ESCRIPTIO\ \G FLCOR PLA\ 1/4" = 1' -0" LOT 7 LESS WLY 25 FT & LOT 8 LESS ELY 25 FT BLOCK 1 OF 1 BAY LURE SUB. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT800K 44 AT PAGE -63 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA DEMOLITION WALL LEGEND .. ...... EXISTING BUILDING ELEMENT TO REMAING EXISTING BUILDING ELEMENT TO BE REMOVED BEDROOM 2 TO REMAIN (5' -5" CEILING ) DEV1OLITION NOTES 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING WORK 2 -G.C. IS RESPONSABLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED 3Y ANY DEMOLITION REQUIRED BY THIS JOB 3- G.C. IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION 4- IN THE EVENT THAT ANY DISCREPANCES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF 5- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULATION WITHING 7- G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES,OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL 8- G.C. SHALL KEEP THE J08 SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9- G.C. IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT. 10- G.C. SHALL DISCONNECT ALL' EXISTING UTILITIES PRIOR TO COMENCING WORK. ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS TERRACE TILE TILE GYP.BRD GYP. BRD. S/F TOTAL AREA AREA TABLE GROSS LOT AREA 15750 S/F PROPOSED TERRACE EXISTING RESIDENCE 3020 S/F PROPOSED TERRACE 620 S/F TOTAL AREA 3640 S/F LOT COVERAGE 3640 S/F Y LIEN. =tI — 1 F .F — PROPOSED TERRACE EXISTING EXISTING EXISTING EXISTING -- -- — � ELEV. = -0' -0" _ r Mom • 111 .r �.0 t I U /... •— ��._ �� ■1I�I�I � TILE ROOF ROOF m � ■ 1I 1�1� 1 /�irn"11 -- un� o■o•r:�i>rr r �■o.r�rrrunr. :-=�■ �r.r■anr■■rm■■ns PROPOSED TERRACE EXISTING SIDE ELEVATION SCALE: 3/15" = 1' -0" NOTE AS PER FBC 1816.1.7: Termite protection. All buildings shall have pre- construction established by treatment prot ctio against su terrgnegn termites. The _rules and Laws. as the Florida s epor,men o Agriculture and Copnsumer Services shall be de e s approved, w h respect To pre - construction soil tr eatment for rotection ag Ins su rraneon termites. A Certificate of Compliance shrill be issued /o t e II ding department the licensed pest control company that contains the following : "The building as received a complete, treatment for the prevention of subbte roQnear termites. Tr atmennt is n accordance with r les and lows estab`Ishpd by the Florida Department of griculture and Consumer Services. EXISTING EXISTING T. OF T. BM. LA ELEV. =8' -5" F.F ELEV. = EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 ip T. OF T. BM. -.- ---. ■r0 ran ■■rr. ■- TILE ROO 6111 1 I�� MI��I• ■ ��' +■I� TILE ft00 r MAIM u.et....r.Tsr. rrr. mrr mttirti ....... 111 ■111 IN Irr�._ . __ . ,.r..■I■ini�Itnnit�nnm�mm�lr j jV ii _ nm�ln■nlnnnllw�I�■�.._._ _..- .1111010 ■ Q 1 ■li :Im 1111 11� 1 1 111 TILE ft 1 � m Itl� 11� II ICI ■� ■� ■1� �1�• ■t_::: : REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING EXISTING REPLACED 2003 UND PERMIT BP 1' —4 F. FLOOR ELEV. = -0' -4" ELEV. =5.39 FT NGVD PROPOSED OPEN TERRACE X41.34 REAR ELEVATION ¢41:34 SCALE: 3/15" = 1' -0" EXISTING EXISTING weeekave u11LITY TO REMAIN GARAGE TO REMAIN POOL TO REMAIN (8' -5" CEILING ) W.I.C. TO REMAIN NEW A/C EXISTING CONCRETE SLAB MASTER BEDROOM TO REMAIN (8' - CEILING ) EXISTING REPLACED 2003 UNDER PERMIT BP 2003-4 EXISTING REPLACED 2003 UNDER PERMIT 3P 2003-4 FC1 (TYP) SEE DET A -2 t EXISTING REPLACED 2003 UNDER PERMIT BP 2003-4 (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (3' -5" CEILING ) c1 i 11 EXISTING REPLACED 2003 UNDER PERMIT 3P 2003 -4 SIDE ELEVATION SCALE: 3/15" = REPLACED UNDER PE BP 2003 — EXISTING F. FLOOR FAMILY ` r ELEV. =0 TO REMAIN ELEV. =5.72 FT NGVD (8' -5" CEILING ) EXISTING REPLACED 2003 UNDER PERMIT BP 2003-4 BOT. OF DROP CEILING ELEV. =7' -5" LIVING TO REMAIN (8' -5" CEILING ) F. FLOOR ELEV. ELEV. =5.72 FT NGVD t GROUND FLOOR PLAN SCALE: 3/15" = 1' -0" HALL (3' -5" CEILING BOT. OF DROP CEILING ELEV. =7' -5" r EXISTING REPLACED 2003 EXISTING UNDER PERMIT REPLACED 2003 BP 2003 -4 UNDER PERMIT RP 2003 -4 • 11 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 BEDROOM 2 TO REMAIN (8' -5" CEILING ) -1 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 - 4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT 3P 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 EXIS11NG REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT 8P 2003 -4 0 REVISION1 REVISION2 REVISION 3 4. REVISl0N4 A7 FT GRADE BEAM SCHEDULE MARK ELEV. S ZE BOIL TOP CONT. "C" BARS "D" BARS "I " BARS (EA. FACE) STIRRUPS REMARKS B x D No. 51ZE M ,, No. SIZE No. SIZE No. S ZE No. SIZE No. SPACING EACH END GB1 +0' -0" 16 "X24" 4 #8 4 #8 #4 0 8" O.0 COLUMN SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL TIES A 8" x 12 4 # #3 @ 8" 11E COLUMN C B) 8" x 20" 6 #5 # @ 8" TIE COLUMN PILE SC -E3ULE MARK SIZE REINFORCEMENT REMARKS NP DIAM. 14" SEE DETAIL NEW PILE EP DIAM. 10" -- EXISTING PILE 3/4" = 1'_0f, 4 #8 #4 @B" 0.0 NEW 14" DIAM. AUGERCAST PILE 5 #5 CONT. REINF. #3 @ 8" 0.0. TIES \EW 12" DIAM. AUG -ROAST PILE EXTEND PILE REINF. TO TOP OF G.B. « SPACING » 3' -0" COLUMN NOTES: 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW COLUMNS BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #6 x 4' -0" DOWELS FOR TC's AND 1 #5 FOR FC's AND SC's. IN EPDXY ADHESIVE IEITAL GRACE BEAM EXISTING PILE FOOTING NOTES: 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L— SHAPED CORNER BARS WITH 30 —INCH LONG LEGS. 2. LAP SPLICE BARS MINIMUM 36— INCHES. 3. WHERE CONCRETE FOOTINGS BEGIN FROM EXISTING CONSTRUCTION, DRILL 6" INTO SIDE OF EXISTING FOOTING FOOTING AND SET 2 #7 x 3' -0" DOWELS IN EPDXY ADHESIVE. l HOOK MID E BA, • 1' -4" FA I I I Pr/A i TI If GV T 1 • LH VAP • A I COMPACTED FILL GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS PILE FOR SIZE & REINF. SEE STRUCT. PLANS 6" CONC. SLAB W/ "5 @ 12" BOTT. 4 @ 12" TOP 4 @ 16" TEMP. 3" 16 "X24" G.B. OFFSET BOT BARS NEW 14" DIAM. AUGERCAST PILE w 6" CANTILEVER SLAB EXISTING GRADE BEAM SICTIO\ 1 • ip■rAim %W - 2Ny,,Ammi l E- • 44 P1 A, T. P TING 1ST 'ILE/ HLE GRADE BEAtV LEYOUT EXI TIN T. P E PIL V) NP26 T 17' -2" r O 1 N rep 'Pm r � -I r 1 1 • J U 10' -2" 10 -2" 10' -2" C 0'- If EXISTING 4" CONCRETE SLAB VAPOR BARRIER XI STING PILE NP25 N EXISTING B" CMU WALL 1/2" EXP. JOINT N j 10' -2" N F.FLOOR `-1. ELEV. = -0' -4" ELEV. =5.39 FT NGVD 1O' -2" NP24 l ) NP23 G.B 1 17' -2" G.B 1 CANTILEVER SLAB 10' -2" (}w 0 10' -2" 2 " ON- CANTILEVER SLAB 11 -0" 10 -2" NP21 • 0 NP8 NP5 10" GROUND FL. FIN. EL. —0' -4" GRADE °o - GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS PILE FOR SIZE & REINF. SEE STRUCT. PLANS ii CONC. COL. BEYOND SECTIO\ 2 N. T. S. FILL • EXIST. PILE REVISI0N1 2. REVISION2 REVISION3 4. REVISION4 SI IHrT S 1 BEAM SCHEDULE MAr< E_EV. SIZE B011 TOP CONT. "C" BARS "E" BARS STIRRUPS REMARKS B x D No. SIZE „ No. SIZE No. SIZE No. SIZE No. NET WIND UPLIFT, ZONE 1 SPAC NG EACH END RB1 SEE PLAN 8" x 12" 2 #5 2 #5 OVERHANGS & TERRACE -135.7 P.S.F. -88.4 P.S.F. #3 #4 0/0 WOOD TRUSSES & GIRDERS CONNECTORS SCHEDULE CONNECTOR LABEL CONNECTOR TYPE "USP" ALLOWABLE LOAD VALUES FASTENERS INTO STRAP SIZE & QUANTITY UPLIFT LAT. LOAD PARALLEL TO WALL LAT. LOAD PERPENDICULAR TO WALL 0 TAPL16 + TAP12 2030 LBS 595 LBS 885 LBS 7- 10d TAPL16 8- lOd TAP12 0 LUGT 2 1850 LBS 460 LBS 1220 LBS 6- 1O INTO RAFTER �5) 1/4' DIAM. POWER STUD INTO CONC. " +" : DEAD LOAD PLUS LIVE LOAD GIRDER TRUSS REACTION " -" : NET WIND UPLIFT GIRDER TRUSS REACTION. "CB" : 2 X 6 VERTICAL WOOD "CROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT POINT W/ 2- 16d NAILS. "HB" : 2 X 4 CONTINUOUS HORIZ, WOOD BOTT. CHORD BRACING CONNECTED TO THE TOP OF EVERY TRUSS BOTTOM CHORD W/ 2- 16d NAILS. MAXIMUM SPACING BETWEEN BRACINGS SHALL BE 10' -0" SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR ADDITIONAL CHORD AND WEB BRACING ROOF JOIST SUPERIMPOSED LOADS DEAD 30 P.S.F. LIVE 30 P.S.F. BASIC WIND PRESSURE, qz 39.37 P.S.F. V =146 MPH h= 15' EXP. "C" 1= 1.0 " Z " STRIP = 3' -0" TRUSSES L < 17.3' GIRDER AND TRUSSES 17.3' NET WIND UPLIFT, ZONE 1 -32.5 P.S.F. -28.6 P.S.F. NET WIND UPLIFT, ZONE 2 3 -79.8 P.S.F. -52.2 P.S.F. OVERHANGS & TERRACE -135.7 P.S.F. -88.4 P.S.F. FOOTINGS : SEE PLANS 1 SOIL STATEMENT: A. AS PER GEOTECH. REPORT 2. TIE BEAM: A. ALL CAST -IN -PLACE CONCRETE 11E BEAM IN THIS JOB SHALL BE REINFORCED WITH 4 # 3 TIES AT 12" 0.C. AT THE CORNERS AND AT EACH SIDE OF TIE COL. AND AT 48" 0.C. ELSEWHERE 3. CONCRETE: A. ALL CAST -IN -PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 4000 P.S.I. B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." C. CONCRETE BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS AND SHALL BE REINFORCED WITH 1 # 8 LADDER TYPE HORIZ. REINFORCEMENT SPACED EVERY OTHER COURSE. D. ALL MASONRY WALLS ARE DESIGNED AS BEARING WALLS, AND SHALL BE IN PLACE BEFORE SLABS, BEAMS AND COLUMNS ARE POURED. ALL BEARING BLOCK UNITS SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS," MORTAR SHALL CONFORM TO ASTM 0270, TYPE "M ". D -2. GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM "PEA - GRAVEL "CONCRETE 8" TO 11" SLUMP. D -3. MASONRY WALLS SHALL CURE AT LEAST THREE DAYS TO CAIN STRENGTH BEFORE POURING GROUT. D -4. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,THE GROUT SHALL BE STOPPED 1 -1/2" BELOW THE UPPERMOST UNIT. D -5. GROUT SHALL BE POURED IN LIFTS NOT TO EXCEED 4' MAXIMUM. 4. WOOD: /. GENERAL STRUCTURAL NOTES B. CONTINUITY OF THE REINFORCING SHALL BE PROVIDED AT CORNERS BY BENDING TWO (2) BARS FROM EACH DIRECTIONS AROUND THE CORNER 30 INCHES OR BY ADDING TWO (2) # 5 BARS WHICH EXTEND 30 INCHES EACH END FROM THE CORNERS. E. PROVIDE 1 - #8 HORIZONTAL JOINT REINFORCEMENT LADDER TYPE @ 16" 0.C. THE CONTRACTOR SHALL ENSURE THE VERTICAL CONTINUITY OF ALL CELLS 10 BE FILLED AND SHALL MAINTAIN THOSE CELLS FREE AND CLEAR OF ANY AND ALL DEBRIS TO PROVIDE A CONTINUOUS AND UNOBSTRUCTED WALL CAVITY FOR MAXIMUM HEIGHT OF 12 FEET. ALL VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF THE CELL TO BE GROUTED.MINiMUM LENGTH OF LAP SPICES =48 BAR DIAMETERS TYPE "M" MORTAR 2,500 PSI SHALL BE USED TO PLACE ALL UNITS . CONTRACTOR SHALL PROVIDE CLEAN OUT OPENING AT THE BOTTOM OF ALL CELLS TO BE GROUTED AND AT ALL RENFORC NG SPLICES LOCATION FOR PROPER VISUAL INSPECTION OF CONTINUOUS CONCRETE FLOW.REINFORCED UNITS MASONRY SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND THE PROVISIONS OF ACI 531, "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY ". WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE #2 SOUTHERN PINE WITH A FIBER BENDING STRESS OF 1200 PSI. SIZES SHOWN ARE NOMINAL. 5. REINFORCING STEEL: A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -89. B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615, GRADE 60. C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. D. REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES. F. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, U,O.N, 6. MINIMUM CONCRETE OVER REINFORCING; IN. A. CONCRETE AGAINST AND PERMANENTLY EXPOSED TO EARTH (UNFORMED FACES) 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER (FORMED FACES): A. #6 BARS AND LARGER 2 B. #5 BARS AND SMALLER 1 1/2 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: A. SLABS AND WALLS 3/4 B. BEAMS AND COLUMNS 1 1/2 STRUCTURAL STEEL: MINIMUM CLEAR COVER, A. STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL BUILDINGS," LATEST EDITION. B. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A 36. C. ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. D. BOLTS SHALL CONFORM TO ASTM A 307. E. STRUCTURAL STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A 590, GRADE 3, FY= 46 KSI. 8. WELDING: A. WELDING SHALL BE DONE WITH E -70 ELECTRODES. 9. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTNG STRUCTURES AFFECTING NEW CONSTRUCTION PRIOR TO COMMENCING ANY WORK. ANY VARIATIONS IN ACTUAL FIELD CONDITIONS /D.MENS ONS FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP OR WORKING DRAWINGS FOR REVIEW. 11. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, INCLUDING THE FLORIDA BUILDING CODE, LATEST EDITION. 1 1/2" CL - PROVIDE 24 BAR DIA. MN. OR TERMINATE ENDS IN STANDARD 90 HOCK OR SEMI- CIRCULAR HOOK. MIN 1/4 L1 1 3; -6" MIN. - E BARS Tr1 1 J 1 N. T. S. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. 3. REVIEW AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. C. SUBMITTALS TO STRUCTURAL ENGINEER: A. REINFORCING STEEL SHOP DRAWINGS. B. TRUSSES SHOP DRAWINGS AND DESIGN DATA. C. STRUCTURAL STEEL SHOP DRAWINGS. N J N ALL REINF. STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. L1 GREATER OF 3 L1 OR 1/3 L2 3' -6" MIN. 6" MIN. r J NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3 "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. TYPICAL BEAM REM. PLACI \G "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE 1/3 OF SPANS WHERE REQUIRED.. GREATER OF GREATER OF /3 L1 OR 1/3 L2 L3 OR 1/3 L2 3' -6" MIN. 36�DIA LAP 3' 6" MIN. L STIRRUP SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT. IAGRAV v-- L2 CONT. CONT. "I" BARS 6" .MIN. L3 111 NOTE: 1 . 6- 10d X 1 /2" NAILS INTO EA. TAPL SEAT AT ALL TRUSSES, 2 . TAP12 ANCHOR D.C.P.A. No. 02- 0102.03 3. TAPL16 ANCHOR D.C.P.A. No. 02- 0102.03 4) LUGT2 D.C.P.A. No. 02- 0128.04 BEAM NOTES: 1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE MINIMUM 36- INCHES. TOP OF BEAM EL. =8' -5" BUILT UP ROOF SLOPE 1/4" /FT 2X10 PT WOOD JOIST @ 12" O.0 8 "X12" CONC.TIE BEAM 4 #5, #3 TIES @ 48 "C.C. U z 0 U TYP.COLUM\ SPLIC USE LUGT2 BY "USP" W/14 -16D TO RAFTER & 5 1/4" DAM. POWER STUD CPA 02- 0128.04 /j‘ SECTIO\ 7 3/4" = V_0" 12" 12" HOOK 6" BELOW TOP OF TB.(1YP.) DBL.TIES SEE PLAN FOR CONNECTOR TYPE DBL.TIES FLOOR LINE TB SECT 0\ 1 3/4" = EXIST. TRUSSES EXIST. TB EXIST. 8" C.M.0 WALL BUILT UP ROOF SLOPE 1/4" /FT STANDARD HOOK CONC. COL. BEYOND 24 "O. -TAIL 1 . REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 J 1- 1 S2 120/240V >> >> 200 AMPS. MCB 1PH,3W E L- C TR C P A\ E L A SURFACE MTD. CIRCUIT FUNCTION VOLTS C/B TRIP ROMEX LOAD C- 1,3 STRIP HEATER /BLOWER #1 (10.0 KW) 240 2P -60 # 10000 C- 2,4 A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) C- 5,7 WATER HEATER 240 2P -30 #10 5500 C- 6,8 DRYER 240 2P -30 #10 5000 C- 9,11 ] COOKTOP 240 2P -40 #8 6000 C -10 REFRIGERATOR 120 1P -20 #12 1500 C -12 DISHWASHER 120 1P -20 1P -20 #12 #12 1200 1500 C -13 WASHER 120 C -15 G.F.I. OUTLETS BATHROOMS 120 1P -20 #12 1500 C- 16,17,18 SMALL APPLIANCES 120 1P -20 #12 X500 C -19,21 OVEN / MICROWAVE 240 2P -40 #8 6000 C- 22 -36 LIGHT & RECEPT. 120 1P -15 #14 9060 C -37,39 POOL PUMP 240 2P -30 #10 1900 C -38 SPRINKLER TIMER 120 1P -20 #12 1900 C- 40,42 SPACES FLOOR AREA = 3020 S.F.@ 3 WATTS = 9060 TOTAL LOAD = 55560 ELECTRICAL LOAD CALCULATIONS CONNECT LOAD LESS A/C 10 KW © 100% 35.6 REST © 40% A/C OHTNG 100% DEMAND LOAD KITCHEN OR BATHROOM LIGHT (55.6 -10) 45.6 KW 10.0 KW 14.3 KW 10.0 KW 34.30/240 = 143 AMPS. SWITCH LEG rr PHASE CONDUCTOR SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT. OF ANY A/C GRILL. SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED GENERAL ELECTRICAL NOTES (1>.- J -BOX ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT O 5" DONW LIGHTS CIRCUITS FROM THOSE IN THE HABITABLE AREAS. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW HALO FLOOD ELEVATION. ALO WALL WASH 50WR30 A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. SPOT WALL WASH MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE FLOOD ELEVATION. WALL SCONCE WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE. ALL CIRCUITS WHO FEENDING ALL MONOFASICS OUTLET OF 125V & 15A & 20A , INSTALL IN ALL BEDROOMS, SHOULD BE PROTECTED W/ INTERRUPTOR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 3" TO F.P.& L TRANSFORMER Q HALO H -2303 75W. SUFACE CAN W/ DUPLEX BAFLLE 0 0 3/3-1 TRIPLE POLE SWITCH (DIMER) A) DUPLEX OUTLET DUPLEX OUTLET CFI ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS • OTHERWISE NOTED. ELECTRICAL LEDGEN FLOOR DUPLEX OUTLET ® EXHAUST FAN MIN.5 MINUTES - CD SMOKE DETECTOR ELECTRICAL OUTLET ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE 1 g I FLUORESCENT LIGTH ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. / ELECTRICAL PANEL ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. Elip ELECT. DISCONNECTOR 3" DOWN LIGHTS CEILING FIXTURE VAPOR LIGTH SINGLE POLE DIMMER SWITCH CABLE OUTLET TELEPHONE OUTLET J -BOX 1 # 2 (CU) -1/2" (AS PER N.E.C.) ECTRICAL ETER W/ N DICONN. R. 200 A.DISC.BRKR RISER DIAGRAM (EXISTING) 3 # 4/0 THWN (CU) IN 2" CONDUIT t ltf **fleet' Q EXIST. BATH S 0 TO REMAIN GARAGE TO REMAIN PNL A CWP (METAL) C -22 GROUND ELECTRODE TO FOUNDATION REBAR C-22 22 "� -2 GFI /WP ® ® LJ (E3' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) PROPOSED OPEN TERRACE F C -22 POOL TO REMAIN FAMILY TO REMAIN (8' -5" CEILING ) 30T. OF DROP CEILING ELEV. =7' -5" LIVING TO REMAIN (8' -5" CEILING ) NEW ELECTRICAL FLOOR PLAN (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN HALL (E3' -5" CEILING ) BOT. OF DROP CEILING ELEV. =7 -5" NEW A/C EXIS11NG CONCRETE SLAB BEDROOM 2 TO REMAIN (8' -5" CEILING ) MASTER BEDROOM TO REMAIN (8' -5" CEILING ) 1 1 REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 SIIHT F1 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: ALBERTO VALDEZ 1255 NE 93 ST MIAMI SHORES, EL 33138- South 1. New construction or existing Addition 2. Single family or multi - family Single family 3. Number awns, if multi -family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft') 1808 ft' 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 239.3 ft' 0.0 ft' b. Default tint 0.0 ft 0.0 ft c. Labeled U or SHGC 0.0 ft' 0.0 ft 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 186.0(p) ft b. N/A c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R =5.0, 1860.0 ft' _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types _ a. Under Attic R =30.0, 1150.0 ft b. Single Assembly R =30.0, 658.0 ft' _ c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. Ali: Interior Sup. R =6.0, 95.0 ft b. N/A Glass /Floor;llea: 0.13 Total as -built points: 21088 Total base points: 25071 hereby certify that plans and specifications covered by this calculation are in compliancy wit} the Florida Energy Code. i)r7v.'-2 / PREPARED BY: 7 DATE: 3 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERJAGENT: DATE: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Builder: Permitting Office: Permit Number: Jurisdiction Number: c. Conservation credits (IIR-Ileat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ- H- Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) Cap: 41.0 kBtu/hr SEER: 12.40 Cap: 34.0 kBtu/hr _ COP: 1.00 Cap: 30.0 gallons _ EF: 0.89 FORM 600A -2001 .18 Adjacent Exterior IMR.g 11.111P Adjacent Exterior Base Total: Under Attic Base Total: Slab Raised SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1255 NE 93 ST, MIAMI SHORES, FL, 33138- PERMIT #: GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area 1808.0 32.50 WALL TYPES Area X BSPM = Points 0.0 1860.0 Base Total: 1860.0 DOOR TYPES Area X BSPM = Points 0.0 0.00 0.0 0.00 0.0 CEILING TYPES Area X BSPM = Points 1808.0 1808.0 FLOOR TYPES Area X BSPM = Points Type 186.0(p) 0.0 0.00 0.00 2.80 10576.8 0.0 2.70 5022.0 5022.0 0.0 0.0 0.0 5062.4 5062.4 0.0 Base Total: INFILTRATION Area X BSPM = Points 1808.0 EnergyGauge® DCA Form 600A -2001 18.79 Type /SC Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: Type Concrete, Int Insul, Exterior As -Built Total: Type As -Built Total: Type Under Attic Single Assembly As -Built Total: -20.0 - 3720.0 Slab -On -Grade Edge Insulation - 3720.0 As -Built Total: 33972.3 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 Overhang Ornt Len Hgt Area X SPM X SOF = Points N 10.0 8.0 104.0 36.46 0.69 N 3.0 9.0 25.7 36A6 0.90 N 3.0 12.0 52.0 36.46 0.94 W 3.0 9.0 12.9 70.53 0.86 E 3.0 9.0 25.7 78.71 0.86 E 8.0 12.0 19.0 78.71 0.65 239.3 R -Value Area X SPM = Points 5.0 1860.0 1860.0 Area X SPM = Points 0.0 2.00 R -Value Area X SPM X SCM = Points 30.0 1150.0 2.77 X 1.00 30.0 658.0 7.27 X 1.00 1808.0 R -Value Area X SPM = Points 0.0 186.0(p -20.00 188.0 2603.6 846.5 1783.0 778.6 1733.4 967.8 8712.8 3720.0 3720.0 0.0 3185.5 4783.7 7969.2 - 3720.0 - 3720.0 Area X SPM = Points 1808.0 18.79 33972.3 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1258 NE 93 ST, MIAMI SHORES, FL, 33138- PERMIT*: EnergyGauge"" DCA Form 600A -2001 EnergyGaugee/FlaRES'200 FLRCSB x/3.30 BASE AS -BUILT Summer Base Points: 50913.5 Summer As -Built Points: 50654.3 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 50913.5 0.4266 21719.7 50654.3 1.000 (1.073 x 1.165 x 0.90) 0.275 1.000 15671.7 50654.3 1.00 1.125 0.275 1.000 15671.7 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1258 NE 93 ST, MIAMI SHORES, FL, 33138- PERMIT*: EnergyGauge"" DCA Form 600A -2001 EnergyGaugee/FlaRES'200 FLRCSB x/3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ..._ ......_. ADDRESS: 1255 NE 93 ST, MIAMI SHORES, FL, 33138- ..........._.. PERMIT#: GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 1808.0 WALL TYPES Area X BWPM = Points Adjacent Exterior Base Total: 1860.0 1116.0 As -Built Total: DOOR TYPES Area X BWPM = Points Type Adjacent Exterior Base Total: CEILING TYPESArea X Under Attic Base Total: Slab Raised Base Total: 0.0 0.00 0.0 Concrete, Int Insul, Exterior 1860.0 0.60 1116.0 0.0 2.36 768.0 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear 0.0 0.00 1808.0 0.0 1808.0 0,00 0.0 0.0 0.0 As -Built Total: BWPM = Points Type 0.10 180.8 Under Attic Single Assembly 180.8 As -Built Total: FLOOR TYPES Area X BWPM = Points Type -2.1 -390.6 Slab -On -Grade Edge Insulation 186.0(p) 0.0 0.00 0.0 INFILTRATION Area X BWPM = Points Type/SC As -Built Total: Type -390.6 As -Built Total: Overhang Ornt Len Hgt Area X WPM X WOF = Pointy N N N W E E 10.0 3.0 3.0 3,0 3.0 8.0 8.0 9.0 12.0 9.0 9.0 12.0 104.0 25.7 52.0 12.9 25.7 19.0 239.3 R -Value Area X WPM = Points 5.0 1860.0 1860.0 0.0 8.03 6.03 6.03 5.49 4.77 4,77 0.90 0.96 0.99 0.99 1,00 1.03 1.07 603.2 153.1 311.1 70.6 126.2 96.8 1361.0 1674.0 1674.0 Area X WPM = Points 0.0 R -Value Area X WPM X WCM = Points 30.0 1150.0 0.10 X 1.00 30.0 658.0 0.08 X 1.00 1808.0 115.0 52.6 167.6 R -Value Area X WPM = Points 0.0 186.0(p 186.0 -2.10 -390.6 -390.6 Area X WPM = Points 1808.0 EnergyGauge® DCA Form 600A -2001 -0.06 -108 EnergyGauge® /FIaRES'2001 FLRCSB v3.30 1808.0 -0.06 -108.5 i ORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1255 NE 93 ST, MIAMI SHORES, FL, 33138- PERMIT #: AS-BUILT VISIONIN BASE Winter Base Points: 1565.8 Total Winter X System = Heating Points Multiplier Points 1565.8 0.6274 982.4 Winter As -Built Points: 2703.6 Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2703.6 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 3074.2 2703.6 1.00 1.137 1.000 1.000 3074.2 EnergyGauge DCA Form 600A -2001 nergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1285 NE 93 ST, MIAMI SHORES, FL, 33138- 1 BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2369.00 2369.0 30.0 0.89 1 As -Built Total: AS -BUILT PERMIT #: Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1.00 2342.38 1.00 2342.4 CODE COMPLIANCE STATUS AS -BUILT 2342.4 Cooling + Heating + Hot Water = Total Points Points Points Points 21720 BASE 982 EnergyGaugeTM' DCA Form 600A -2001 2369 25071 15672 PASS EnergyGauge®/FIaRES'2001 FLRCSB x(3.30 Cooling + Heating + Hot Water = Total Points Points Points Points 3074 2342 21088 COMPONENTS — — — SECTION REQUIREMENTS — -- - -- - -,__— — ---- _ _T _ — FOR EACH PRACTICE — CHECK J Exterior Windows & Doors 606.1 ABC.1.1 Maxim um:.3 cfm/sq.ft. window area .5 cfm/sq.ft. door area Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; found & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wail panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. J Floors 606.1.ABC.1.2.2 Penet{ations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. k i Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. 610.1 607.1 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type sealed conditioned C rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from space, tested. 604.1, 602.1 Multi-story Houses 606.1 ABC.1.2.5 606.1 ABC.1.3 Air barrier on perimeter of floor cavity between floors. ExhaL st fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. "" Additional Infiltration reqts 6A -22 OTHER PRESCRIPTIVE MEASURES SECTION (must De met or exceeaea oy au reslaences ) REQUIREMENTS CHECK COMPONENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. � }— Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 607.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duct in unconditioned attics: R-6 min. insulation. Separate readiy accessible manual or automatic thermostat for each system. f �l HV AC Controls Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. J 1 Comr,on ceiling & floors R -11. FORM 600A -2001 Code Compliance Checklist Residential Whole Buikding Performance Method A - Details ADDRESS: 1255 NE 93 ST, MIAMI SHORES, FL, 33138- PERMIT * 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST EnergyGaugeru DCA Form 600A -2001 EnergyGaugee /FIaRES'2001 FLRCSB X13.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi-family 3. Number of units, if multi-family 4. Number of Bedrooms 5, Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab-On-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Single Assembly c. N/A 11, Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 86.4 The higher score, the more efficient the borne. , 1255 NE Single Pane 239.3 ft 0.0 ft 0.0ft 93 ST, MIAMI SHORES, FL, 33138- Addition Sing.le family 1 1 No 1808 ft Double Pane 0.0 ft 0.0ft 0.0ft R=0.0, I 86.0(p) ft R=5.0, 1860.0 ft R=30,0,1150.0 f1 R=30.0, 658.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (11R-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Sup. R=6.0, 95.0 ft I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Cap: 41.0 kBtu/hr SEER: 12.40 Cap: 34.0 kBtu/lir COP: 1.00 ___ Cap: 30.0 gallons EF: 0.89 Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performanCe score is only available through the FLA/RES computer program, This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStclY designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wwwfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 50/487-1824. Ener augeg (Version: FLRCSB v3.30) Load component ts: Latitude(25) Temp Range(L) wet bulb (77F) Humidity difference(569r.) Load Load Window total 239 sqft E263 Btuh Wall total 1860 sqft 4092 Btuh Door total 0 sqft 0 Btuh Ceiling total 1808 sqft 597 Btuh Floor total 186 ft 0 Btuh Infiltration 256 cfm 4219 Btuh Internal gain Submitted heating capacity 34000 3000 Btuh Subtotal(sensible) 41000 Btuh 20171 Btuh Duct gain % Submitted as % of calculated 2017 ` $tuh Total sensible gain 22188 Latent gain(infiltration) 9736 � Btu Btuh Latent gain(internal) 2580 Btuh Total latent gain 12316 Btuh TOTAL HEAT GAIN 34504 Btuh Load component ts: Latitude(25) Temp Range(L) wet bulb (77F) Humidity difference(569r.) Load Window total 239 sqft .699 Btuh Wall total 1860 sqft 7440 Btuh Door total 0 sqft 0 Btuh Ceiling total 1808 sqft 693 Btuh Floor total 186 ft 222 Btuh Infiltration 271 cfm $340 Btuh Subtotal Submitted heating capacity 34000 28394 Btuh Duct Toss 41000 Btuh 420 Btuh TOTAL HEAT LOSS % Submitted as % of calculated 29814 Btuh Location for weather data: Miami - Defau Humidity data: Interior RH (50 %) Outdoor ts: Latitude(25) Temp Range(L) wet bulb (77F) Humidity difference(569r.) Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 75 F Summer setpoint 75 F Winter temperature difference 28 F Summer temperature difference 15 F Total heating load calculation 28814 Btuh Total cooling load calculation 34504 Btuh Submitted heating capacity 34000 Btuh Submitted cooling capacity 41000 Btuh Submitted as % of calculated 114.0 % Submitted as % of calculated 118.8 % Residentia 1255 NE 93 ST MIAMI SHORES, FL 33138- Winter Heating Load for 1808 soft Summer Cooling Load for 1808 sgft ystem Sizing Calculation Summary Project Title: ALBERTO VALDEZ WINTER CALCULATIONS SUMMER CALCULATIONS EnergyGauge® FLRCPB v3.22 owts(5 %) Udell :aernnl(7 %) Code Only Professional Version Climate: South 10/1/03 v EnergyGauge® System s (nil used onA CCA Manual J. k) 606 PREPARED BY' ; 73 DATE: ' ;tr System sizing Calculations - Winter Residents I Load - Component Details 1255 NE 93 ST AL Project Title: MIAMI SHORES, FL 33138- ALBERTO VALDEZ Reference City: Miami (Defaults) Winter Temperature Difference: 28.0 F Code Only Professional Version Climate: South 10/1/03 Totals for Heating Subtotal 28394 Btuh Duct Loss(ustng duct multiplier of 0.05) 1420 Btuh L Total Btuh Loss 29814 Btuh Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value cc as clear or tint) !� (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManuatJ Heat Transfer Multipli ) Key Floor size (perimeter(p) for slab -on -grade or area for ali other floor types ) nergyGauge® FLRCPB v3.22 Window Panes /Frame / Or ientation Area X HTM= Load 1 2 3 4 5 6 1, Clear, Metal, 1.00 1, Clear, Metal, 1.00 1, Clear, Metal, 1.00 1, Clear, Metal, 1.00 1, Clear, Metal, 1.00 1, Clear, Metal, 1.00 Window Total N 25.7 28.0 N 104.0 28.0 N 52.0 28.0 W 12.9 28.0 E 25.7 28.0 E 19.0 28.0 239 720 Btuh 2912 Btuh 1456 Btuh 360 Btuh 720 Btuh 532 Btuh 6.99 Walls 1 Type Concrete - Exterior Wall Total R -Value Area X HTM= 5.0 1860 4.0 1860 Btuh Load 7440 Btuh 7440 Btuh Ceilings 9 1 2 Type Yp Single Assembly Under Attic Ceiling Total Type Slab -On -Grade Edge Insul Floor Total Type YP Natural Mechanical Infiltration Total R -Value Area X HTM= 30.0 658 1.0 30.0 1150 0.9 1808 R -Value Size X HTM= 0 186.0 ft(p) 22.7 186 ACH X Building Volume CF■= 0.40 18080(sqft) 121 150 271 Load 658 Btuh 1035 Btuh 1693Btuh Floors 1 — Load 4222 Btuh 4222 Btuh Load 3720 Btuh 4620 Btuh 8340 Btuh Infiltration System sizing Calculations - Winter Residents I Load - Component Details 1255 NE 93 ST AL Project Title: MIAMI SHORES, FL 33138- ALBERTO VALDEZ Reference City: Miami (Defaults) Winter Temperature Difference: 28.0 F Code Only Professional Version Climate: South 10/1/03 Totals for Heating Subtotal 28394 Btuh Duct Loss(ustng duct multiplier of 0.05) 1420 Btuh L Total Btuh Loss 29814 Btuh Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value cc as clear or tint) !� (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManuatJ Heat Transfer Multipli ) Key Floor size (perimeter(p) for slab -on -grade or area for ali other floor types ) nergyGauge® FLRCPB v3.22 Window ype Panes/SHGC/U/tnSh/ExSh Ornt • er ang Len H• t r•insow rea sq Gross Shaded Unshaded Shaded Unshaded oad"'"` - r N fh Vt to CO 1, Clear, TAR • Total srsible • • 22188 Btuh d8' 1, Clear, 1.00, B, N N 10 8 104.0 0.0 104.0 18 18 1872 Btuh 1, Clear, 1.00, B, N N Latent 12 52.0 0.0 52.0 18 18 936 Btuh 1, Clear, 1.00, B, N W 9 12.9 0.0 12.9 18 52 668 Btuh 1, Clear, 1.00, B, N E 9 25.7 0.0 25.7 18 52 1336 Btuh 1, Clear, 1.00, B, N E . 12 19.0 0.0 19,0 18 52 988 Btuh Window Total J -- 239 _ ` -- 6263 Btuh Walls fype R -varue la e _ o 1 Concrete - Exterior 5.0 1860,0 2.2 4092 Btuh Wall Total 1860.0 4092 Btuh Door Total 0.0 0 Btuh et tugs ype o r - a ue r -a o. • 1 Single Assembly /Dark 30.0 658.0 1.5 987 Btuh 2 Under Attic/Dark 30.0 1150.0 1.4 1610 Btuh Ceilin• Total 1808.0 2597 Btuh o 6 rs y - - - u- - iz- + Load 1 Slab -On -Grade Edge Insulation 0.0 186.0 ft(p) 0.0 0 Btuh Floor Total 186.0 0 Btuh n t ra on y on ' � Um . , _ • . • Natural 0.35 18080 105.7 1744 Btuh Mechanical 150 2475 Btuh Infiltration Total 256 4219 Btuh System Sizi Residents 1255 NE 93 ST MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Sum g Calculations - Summer I Load - Component Details Project Title: ALBERTO VALDEZ er Temperature Difference: 15.0 F Code Only Professional Version Climate: South 10/1/03 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEP for efault) (1nSh - Interior shading device: non N), Btinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: n e(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3.22 bardra u Duct gain(using duct multiplier of 0.10) 2017 Btuh Total srsible gain 22188 Btuh Totals for Cooling Latent i filtration gain (for 56 gr. humidity difference) 9736 Btuh Latent ccupant gain (6 people © 230 Btuh per person) 1380 Btuh Latent ther gain 1200 Btuh L TOTAL GAIN 34504 Btuh System Sizi Residents 1255 NE 93 ST MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Sum g Calculations - Summer I Load - Component Details Project Title: ALBERTO VALDEZ er Temperature Difference: 15.0 F Code Only Professional Version Climate: South 10/1/03 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEP for efault) (1nSh - Interior shading device: non N), Btinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: n e(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3.22 LJ O lE (f) > REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 WOOD DOOR 2(48" W/ SELF LATCHING DEVICE FOR POOL ENCLOSURE CODE 40' -0" FUTURE POOL (BY OTHER) SEPARATE PERMIT IS REQUIRED N U) 10.5' SITE NOTE 1: 100.36' 93 STIR - -T PLAN 3/32 " =1' -0" THERE ARE NOT PERTINENT FEATURES ON AGENT PROPERTIESAND THE STREET THAT MAY AFFECT THE SYSTEM tALLATION. SOIL STATEMENT UPON VISUAL INSPECTION OF THE SITE INITES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING SSURE CAPACITY OF 2,000 PSF . THE SITE HAVEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIR TO THOSE UPON WHICH THE DESIGNED IS BASED LETER WILL BE SUBMITED AFTER THE GRO HAS BEEN BROKEN ACROSS 18.5' WOOD DOOR W/ SELF LA DEVICE FOR ENCLOSURE A 1,4 Y (36 "X)2') TCHING POOL CODE EXIST. BATH UTILITY TO REMAIN = eAtvoS sys'e2.5:ileee2v2.ffa t Witfel ff1eee tweelWe?:tWS.eS t ft Weree?.! eleef tWree er GARAGE TO REMAIN (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) POOL TO REMAIN FAMILY TO REMAIN (8' -5" CEILING ) LIVING TO REMAIN (8' -5" CEILING ) gmmmemmmmA WWWWWWWWW REMOVE DOOR (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN DEMOLISH CONCRETE SLAB BLOCK UP BLOCK UP WINDOW OPENING WINDOW OPENING MASTER BEDROOM TO REMAIN (8' -5" CEILING ) \N or' 0 SCALE : N.T.S. 2X4 No 3 P,T WOOD RAILS (3) MIN. ATTACHED TO WOOD POST WITH MIN. (4) 10d NAILS 4 4 4 4 4 4 4 4 4 4 WOOD Lh\CH D ALL NAILS AND CONECTOR SHALL BE GALVANIZED FENCE HEIGHT ABOVE GRADE C -0" WOOD PICKETS,5 /8" MIN.DRESED THICKNES. ATTACH EACH PICKET TO RAIL WITH (2) 18 GA. STAPLES 1 -3/4" LONG. 4X4 No. 2 p.t. WOOD POST POST SPACING DFTA L -CAL DHSCP X SCALE: J\ NC OOR P 1/4" = 1' -0" LOT 7 LESS WLY 25 FT & LOT 8 LESS ELY 25 FT BLOCK 1 OF 1 BAY LURE SUB. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 44 AT PAGE -63 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA 3EV OLI TI O\ WALL L =GE \D EXISTING BUILDING ELEMENT TO REMAING EXISTING BUILDING ELEMENT TO BE REMOVED A\ BEDROOM 2 TO REMAIN (8' -5" CEILING ) DEv1OLITIO\ NOTES 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING WORK 2 -G.C. IS RESPONSABLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB 3- G.C. IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION 4- IN THE EVENT THAT ANY DISCREPANCES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF 6- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULATION 1W THING 7- C.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES,OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL 8- G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9- G.C. IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT, 10- G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMENCING WORK. (f) (4 ,r) LJ W o Lo O z� 2 LLJ 0 z n U) � z � 0 > U U MN N '.f) - N II N CO CO 0 M N) X 0 DOOR SCH ED U L- NO. LOCATION BASE EI CEILING TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT G H7 THICK 1 MASTER :2)2' -8" 6' -8" 1 3/4" FRENCH WOOD BATH TILE WOOD TILE 2 FAMILY 6' —O" 6' -8" TILE FRENCH ALUMINUM /GLASS GYP. BRD. WOOD W /SIDELITES 3 MASTER 8' -0" 5' -0" SLIDING WOOD WOOD 4 TOILET 3' -0" 6' -8" 1 3/8" PRE —HUNG MASONITE WOOD 5 MASTER (2)2' -8' 6' -8" 1 3/8" FRENCH ALUMINUM /GLASS WOOD ROOM F I N I S H SCHEDULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS MASTER BATH TILE TILE GYP. BRD. GYP. BRD. S/F TOTAL AREA FAMILY TILE TILE GYP.BRD GYP. BRD. BATH TILE TILE TILE GYP. BRD. TERRACE TILE TILE GYP.BRD GYP. BRD. DEN TILE TILE GYP. BRD. GYP. BRD. ARIA TABLE GROSS LOT AREA 15750 S/F EXISTING RESIDENCE 3020 S/F PROPOSED ADDITION 1090 S/F PROPOSED TERRACE 620 S/F TOTAL AREA 4730 S/F LOT COVERAGE 4730 S/F EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 5 " - • I• I 10' -2" REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING EXIST. BATH UTILITY TO REMAIN FC1 (TYP) SEE DET A -2 GARAGE TO REMAIN SEE DET. AT S -1 EXISTING REPLACED 2003 UNDER PERMIT BP 2003-4 10'-2* F.FLOOR `4IF ELEV. = -0' -4 ELEV. =5.39 FT NOVO EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 NOTE 1 RAILS SHALL REJECT A 4 DIAMETER SPHERE SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT A 5" SPHERE (BY OTHERS) NOTE 2 SHOWER ENCLOSURE SAFETY GLASS CAT.2 400 # IMPACT TEST FC1 (TYP) SEE DET A -2 lo� LJ EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 SEE DET. AT S -1 10'-2" (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) LJ mil 1.1 r1�r' 0000 11.1 1.1 1•11 — 1 COVERED TERRACE (B'-5 CEILING ) EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 10' -2" POOL TO REMAIN REPLACED UNDER PE BP 2003 - EXISTING Il EXISTING REPLACED 200 UNDER PERMIT BP 2003 -4 SEE DET. AT S -1 NOTE 1 5 RISER AT 7" / /7/ 7 �� LIVING TO REMAIN (8' -5" CEILING ) 10' -2" F.FLOOR ELEV. =0' -0" ELEV. =532 FT NGVD F.FLOOR ELEV. =0' -0" ELEV. =5.72 FT NGVD GROUND FLOOR PLAN SEE DET. AT S -1 SCALE: 3/16" = 1' -0" 0 iv HR 4040 CAT -I I -. SAFETY GLASS 3 11" 3 RISER / AT; 7" 2 - AT -II AFETY GLASS R 4040 CAT -II SAFETY GLASS EGREES / 4' -0" (8'-5 CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN EXISTING REPLACED 2003 EXISTING UNDER PERMIT REPLACED 2003' BP 2003 -4 UNDER PERMIT RP 2003=4 4 5'-0" _ • r 5 -3" 5' -10" NOT 2 0 a' -o' EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 CAT - SAFE GLASS HR 4 40 4'-2" 21' -5" MASTER BATH i' (10' -0" CEILING )" T J 9 L . 4' -0" F.FLOOR ELEV. =3' -5" ELEV. =9.22 FT NGVD MASTER BEDROOM (10' -0" CEILING ) 20' -1" 8' -11" 3RISER T7" HALL (B' -5" CEILING ) BEDROOM 2 TO REMAIN (8' -5" CEILING ) (1 14' -7" , 2' -7" 9' -7" OFFICE SPACE W.I.C. ' -0" CEILING ) 1•I 1 I•I FC1 (TY ?) SEE OET A -2 BEDROOM TO REMAIN (8' -5" CEILING ) Al 8' -0" 5' -2" 0 N 0 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING REPLACED 2003 UNDER PERMIT EXISTING BP 2003 -4 REPLACED 2003 UNDER PERMIT BP 2003 -4 N N H H 0 tO R 0 4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 040 4140 0 EXISTING REPLACED 2003 BP 20p3 -4 EXISTING REPLACED 2003 UNDER PERMIT BP 2003 -4 EXISTING W000 METERS :. # 1818 AT E.A MEMB..R W /14— 15d INTO RAFTER & (5) 1/4' D. PO ER STUD INTO CONC. � DADE COUNTY APPROVAL NfO1- 0912.03 EXIST. CONC. BEAM 14 NEW R 1818 (TYPE DETAIL) TO REINF. EXI STI N G R 1/2" GYPSUM BOARD ON METAL STRIPS @ 16 "O.C. uj U J 0_ V) 0 ONE (1) LAYER 1 /2" THK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS @ 7" O.C. FLOOR NOT TO SCALE EXISTING CONC.TIE BEAM EXISTING CONC. FOOTING ROOF 4 — TYPICAL INTERIOR PARTITION NEW 11E-DOWNS (TYPE DETAIL) METAL HEADER / 3 5/8 " -22GA. STUDS @ 16" O.C. METAL STUDS @ 24 "O.C. METAL BRACING @ 5' -0" A.F.F. METAL RUNNER DRILL 3/4 ° X6 1/2" HOLES TO RECEIVE # 5 BARS. FILL HOLES WITH SIKADUR -31 HI —MOD GEL EPDXY GRPUT OR EQUAL FOLLOW MRF INSTRUCTIONS PROVIDE MIN 6" EMBED (TYP. TOP & BOTTOM) 1 # 5 IN CONC. FILLED CELL EXISTING CBS MAS. WALL 1 #5 VERT. DOWELL 2 X 6 WD. BACKING FOR CAB. BACKIING 2 X 4 WD. BACKING AT BOT. OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES INTERIOR PARTITION 3 -5/8" METAL STUDS 0 16" O.C. (TYP.) MEAN OF ESCAPE NOTE: CEILING WALL CABINET COUNTERTOP r U WOOD BACKING DETAIL NOTE AS PER F.S.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporting wolf hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm) on center or, not less than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cobinet. ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED NOTE: SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 (f) O U czk (j REVISION1 REVISION2 REVISION3 4. REVISION4 S A7 T 1 4‘ BATT INSULATION (R =30) g.,,.c... , ............................. i 1111111 X11111 1111 1 PREFAB. WOOD TRUSc 3" x 3" 26 GA .GALV. METAL DRIP LAPPED 6" AND NAILED C� 4 "C.C. OVER 1"X2" P.T. WD. NAILER CONT. A TOP OF BEAM 13' -6" 2 "X8" WD. FASCIA W 2 -16D NAILS EA. M MBER LIGHT TEXTURE STUCCO ON METAL LATH 4 "XCONT" SCREEN VENT LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS GROUND FL. FIN. EL. +3' -6" "III lti TYPICAL WALL S SCALE C 12 N TILE ROOF NOTE 1 RAILS SHALL REJECT A 4" DIAMETER SPHERE SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT A 6" SPHERE (BY OTHERS) ES du T. OF T. BM. ELEV. = 13' -6" F.F ELEV. = +3' -6" 'r. 'L 2z fr'I vA T. OF T. BM. ELEV. =8' -5" 1/2" GYPSUM BOARD ON 1 "x3" OR METAL HI -HAT FURRINGS AT 24" O.C. 1"X4" P.T. WD. FIRE STOP HURRICANE STRAP . SEE STR. PLANS 8 "X12" CONC.BEAM SEE STR. PLANS SPRAYED INSULATION (R =5) 1"X4" P.T. WD. FIRE STOP 1/2" GYPSUM BOARD ON 1"X2" WOOD FURRINGS AT 24" O.C. 1"X2" P.T. WOOD NAILER CONT. (TYP) 4" WOOD BASE BOARD (SEE FINISH SCHEDULE) —I I 1 -11 I-111-111-111 111- 111 111 1 ' I1- 1I1- 1I1- 1I I1 I —I� III— II1 -1 11 =1I -1= 1 I1 —= 111 ; I 111 11I Eli 1 111 111_ - CONCRETE SLAB MOISTURE BARRIER I117 SEE STR. PLANS 1 T ( ON 95% WELL COMPACTED FILL ALL DRY DENSITY 8X12 T.B CONC. FOOTING SEE STR. PLANS -CT 0 3/4". 1 ' - 0" F.F ELEV. = -0' -0" ELY 6.72 F'TayvD .■.. 1■ ilIlIuIaIIIIaIIuIIuIrlIIIrllvIuIIIruIIuIIIIl UUIUhilrnIllll1l11111Iu111IU1 _.. ��11�r��A��IrI�1�mr��ll�r11 111�IrmrA TILE ROOF 11��1 \11�I11��m�m -- _.�.■�nir■■�r■■�r■ ■ �. r■ ��r■■ �r■ �mrr■■ �r■■■ �. r■■. u■ rr■■► �r■■. r. r■ �. �. r■■. �r■■. �. r■■ rt nrr■■... r■ �. �r■ ��r ■■�r■■�r■■�r■��r■�.�.r■■r�r■._. +41.34 .. ■101111 I1I11I11111111111 III II ImII1mIIIIIIr ■.■,r.e_11111�111mlllmlll TILE R lmlliml��111�■.._. _, � .■.. 1 ■ I ll m lllmillmllimlllm TILE ROOF 11ImI11m111m111m111M.::.l111m111 n1m111m111mn1mI11.1.. _...�i■ .h.r■■..r■■.mr■nnemmea r ■■n.n■■...r■anrr■■.m.nnomm■n.n■ .nu■■.. innommitaiu■■.:__inolam ■�n.u■n...r.■.m.n■n...animu ■■n.r■■.m._-- 0 HR 4040 +46.46 STUCCO TO MATCH EXISTING ju T. OF T. BM. ELEV. = 13' -6" i n k F.F ELEV. = +3' -6" dot T. OF T. BM. ELEV. Aci F.F ELEV. = -0' -0" .$t.;tl. 5.72' r1' ;'i p WHITE TILE COLOR THRU TO MATCH FXISTING STUCCO TO MATCH EXISTING WHITE TILE COLOR THRU TO MATCH EXISTING NOTE 1 SIPE ELEVATION SCALE: 3/16" = 1' -0" HR 4040 +46.46 EXISTING + 41.34 FRONT ELEVATION HR 4040 -50,4 +46.46 SCALE: 3/16" = 1' -0" REAR ELEVATION SCALE: 3/16" = 1' -0" EXISTING HR 4040 -50.4 + 46.46 SCALE: SIDE ELEVATION WHITE TILE COLOR THRU TO MATCH EXISTING 3/16" = 1' -0" HR 4040 -50.4 + 46.46 EXISTING . ■. I.��IN�lmlrm111 TILE ROOF m�mllll��lmlrl�nl _r;�'i..lillim�ml�ml�1d , -x.. �i 1I1111111.11 101111 111 111111 . - ,A1111141111. i11110Iin11111 - TI L a - n1111Ar1ll EXISTING EXISTING EXISTING ._ ... ■■.mail rA�rlArI�II�Ir11�r1�11�iumnilllli t'71rI1r11111�111►� ommo �nII��II�IIIummri minim ms... -_._ ._.■■. r11 I1111111n1111111m11111n111111m01n111► 1m111m1111Ir1111n111111111111111111 .1111MO MIMIMAM MIMIMIIIIIMIU MaI1111111111111n1111111n111111 1111111mr ■..._ T. OF T. BY. ELEV. = 13' -6" STUCCO TO MATCH EXISTING .._.u.i1 ■111 TILE ROOF II111SII1.1111 1 -- 0 II��IIlrlrllrlrllrlllllrll ■�111��1 rnlmrlll��. ■.� - - -_ -. muniu Nommi 11N1 TILE ROOF ��II �I1111��mI�mI�11�1� . ■� -._ -- - - - -- ----- • - - - -- ......1 ■I�1.1...._,_ Irurl11 =NI /Arrllr 11. IA�rIIr��I1111rI11/ 1��1�r�ArrmArr1 ■r!�!:iiiiill�rl TILE ROOF Ar�l��••••_ IM .IUlUUIIIIm1III.mIIlI IHlI MI IImnIIIIIImluIl IANIIur� iliii1Il�III�m� �m��mn��lm��r. HR 404 F 50 + 4 6.46 1 NOTE 1 +41.34 EXISTING WHITE TILE COLOR THRU TO MATCH EXISTING EXISTING ...001111 TILE ROOF �� -' -- _....�.wm111:•i 4 i� . r■■ in rr■.n 1�mi�� 1 �m01111 I .•�:∎• =n ..._- 4 _ ... r� .I�1�ummo■.1�1�1■1momm.. ■ - -- � � .■.•I. 01111.1 111r IIlArIrAr�IArl�llr rlLE ROOF immu �rlllArI1111r1�11N111m .. -_. - ..minsIN�lumn ��..I�r■■.1■r>t mem..1 me.-:■r�1■� uum me mnm111 Im�lmnumm l�/1�l um l imoi.' :I>!!II/Il��t��.._,_ ��. !I.IIIIPAHLI MIND ILITIR IALIMM N `■,;;1 IA 0.141 mn�MILIMBI IPDPIRINI II�IrIN1�1�luMONlA�111 MIIIQMINIIIMINE I IROm mkillif .� illi.1. • EXISTING A T. OF T. BM. ELEV. = 12' -0" T. OF T. BM. Ai ELEV. =8' -5" F.F ELEV. = -0' -0" fL V . S.72. t — M& W E)'EP W I NdOW.S T. OF T. BM. ELEV. =8'-5" F.F ELEV. = -0' -0" et-eV . 5.72. fr. 1 'JP 47/ F. E LEV = +3' -6" 01-11 . 1.22 VC ta VP. REVISION1 2. REVIS10N2 3. REVISION3 4. REVISION4 • 7 0 U c 0 0 n n 0 A nn U 00 v 0 u_ CO LLJ h n W Q UD 0 I•r) OD LL LLJ U7 Z L Lc 0 (f) i • EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 1 4‘ BATT INSULATION (R =30) g.,,.c... , ............................. i 1111111 X11111 1111 1 PREFAB. WOOD TRUSc 3" x 3" 26 GA .GALV. METAL DRIP LAPPED 6" AND NAILED C� 4 "C.C. OVER 1"X2" P.T. WD. NAILER CONT. A TOP OF BEAM 13' -6" 2 "X8" WD. FASCIA W 2 -16D NAILS EA. M MBER LIGHT TEXTURE STUCCO ON METAL LATH 4 "XCONT" SCREEN VENT LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS GROUND FL. FIN. EL. +3' -6" "III lti TYPICAL WALL S SCALE C 12 N TILE ROOF NOTE 1 RAILS SHALL REJECT A 4" DIAMETER SPHERE SHALL BE 42" HIGH MIN. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL SHALL REJECT A 6" SPHERE (BY OTHERS) ES du T. OF T. BM. ELEV. = 13' -6" F.F ELEV. = +3' -6" 'r. 'L 2z fr'I vA T. OF T. BM. ELEV. =8' -5" 1/2" GYPSUM BOARD ON 1 "x3" OR METAL HI -HAT FURRINGS AT 24" O.C. 1"X4" P.T. WD. FIRE STOP HURRICANE STRAP . SEE STR. PLANS 8 "X12" CONC.BEAM SEE STR. PLANS SPRAYED INSULATION (R =5) 1"X4" P.T. WD. FIRE STOP 1/2" GYPSUM BOARD ON 1"X2" WOOD FURRINGS AT 24" O.C. 1"X2" P.T. WOOD NAILER CONT. (TYP) 4" WOOD BASE BOARD (SEE FINISH SCHEDULE) —I I 1 -11 I-111-111-111 111- 111 111 1 ' I1- 1I1- 1I1- 1I I1 I —I� III— II1 -1 11 =1I -1= 1 I1 —= 111 ; I 111 11I Eli 1 111 111_ - CONCRETE SLAB MOISTURE BARRIER I117 SEE STR. PLANS 1 T ( ON 95% WELL COMPACTED FILL ALL DRY DENSITY 8X12 T.B CONC. FOOTING SEE STR. PLANS -CT 0 3/4". 1 ' - 0" F.F ELEV. = -0' -0" ELY 6.72 F'TayvD .■.. 1■ ilIlIuIaIIIIaIIuIIuIrlIIIrllvIuIIIruIIuIIIIl UUIUhilrnIllll1l11111Iu111IU1 _.. ��11�r��A��IrI�1�mr��ll�r11 111�IrmrA TILE ROOF 11��1 \11�I11��m�m -- _.�.■�nir■■�r■■�r■ ■ �. r■ ��r■■ �r■ �mrr■■ �r■■■ �. r■■. u■ rr■■► �r■■. r. r■ �. �. r■■. �r■■. �. r■■ rt nrr■■... r■ �. �r■ ��r ■■�r■■�r■■�r■��r■�.�.r■■r�r■._. +41.34 .. ■101111 I1I11I11111111111 III II ImII1mIIIIIIr ■.■,r.e_11111�111mlllmlll TILE R lmlliml��111�■.._. _, � .■.. 1 ■ I ll m lllmillmllimlllm TILE ROOF 11ImI11m111m111m111M.::.l111m111 n1m111m111mn1mI11.1.. _...�i■ .h.r■■..r■■.mr■nnemmea r ■■n.n■■...r■anrr■■.m.nnomm■n.n■ .nu■■.. innommitaiu■■.:__inolam ■�n.u■n...r.■.m.n■n...animu ■■n.r■■.m._-- 0 HR 4040 +46.46 STUCCO TO MATCH EXISTING ju T. OF T. BM. ELEV. = 13' -6" i n k F.F ELEV. = +3' -6" dot T. OF T. BM. ELEV. Aci F.F ELEV. = -0' -0" .$t.;tl. 5.72' r1' ;'i p WHITE TILE COLOR THRU TO MATCH FXISTING STUCCO TO MATCH EXISTING WHITE TILE COLOR THRU TO MATCH EXISTING NOTE 1 SIPE ELEVATION SCALE: 3/16" = 1' -0" HR 4040 +46.46 EXISTING + 41.34 FRONT ELEVATION HR 4040 -50,4 +46.46 SCALE: 3/16" = 1' -0" REAR ELEVATION SCALE: 3/16" = 1' -0" EXISTING HR 4040 -50.4 + 46.46 SCALE: SIDE ELEVATION WHITE TILE COLOR THRU TO MATCH EXISTING 3/16" = 1' -0" HR 4040 -50.4 + 46.46 EXISTING . ■. I.��IN�lmlrm111 TILE ROOF m�mllll��lmlrl�nl _r;�'i..lillim�ml�ml�1d , -x.. �i 1I1111111.11 101111 111 111111 . - ,A1111141111. i11110Iin11111 - TI L a - n1111Ar1ll EXISTING EXISTING EXISTING ._ ... ■■.mail rA�rlArI�II�Ir11�r1�11�iumnilllli t'71rI1r11111�111►� ommo �nII��II�IIIummri minim ms... -_._ ._.■■. r11 I1111111n1111111m11111n111111m01n111► 1m111m1111Ir1111n111111111111111111 .1111MO MIMIMAM MIMIMIIIIIMIU MaI1111111111111n1111111n111111 1111111mr ■..._ T. OF T. BY. ELEV. = 13' -6" STUCCO TO MATCH EXISTING .._.u.i1 ■111 TILE ROOF II111SII1.1111 1 -- 0 II��IIlrlrllrlrllrlllllrll ■�111��1 rnlmrlll��. ■.� - - -_ -. muniu Nommi 11N1 TILE ROOF ��II �I1111��mI�mI�11�1� . ■� -._ -- - - - -- ----- • - - - -- ......1 ■I�1.1...._,_ Irurl11 =NI /Arrllr 11. IA�rIIr��I1111rI11/ 1��1�r�ArrmArr1 ■r!�!:iiiiill�rl TILE ROOF Ar�l��••••_ IM .IUlUUIIIIm1III.mIIlI IHlI MI IImnIIIIIImluIl IANIIur� iliii1Il�III�m� �m��mn��lm��r. HR 404 F 50 + 4 6.46 1 NOTE 1 +41.34 EXISTING WHITE TILE COLOR THRU TO MATCH EXISTING EXISTING ...001111 TILE ROOF �� -' -- _....�.wm111:•i 4 i� . r■■ in rr■.n 1�mi�� 1 �m01111 I .•�:∎• =n ..._- 4 _ ... r� .I�1�ummo■.1�1�1■1momm.. ■ - -- � � .■.•I. 01111.1 111r IIlArIrAr�IArl�llr rlLE ROOF immu �rlllArI1111r1�11N111m .. -_. - ..minsIN�lumn ��..I�r■■.1■r>t mem..1 me.-:■r�1■� uum me mnm111 Im�lmnumm l�/1�l um l imoi.' :I>!!II/Il��t��.._,_ ��. !I.IIIIPAHLI MIND ILITIR IALIMM N `■,;;1 IA 0.141 mn�MILIMBI IPDPIRINI II�IrIN1�1�luMONlA�111 MIIIQMINIIIMINE I IROm mkillif .� illi.1. • EXISTING A T. OF T. BM. ELEV. = 12' -0" T. OF T. BM. Ai ELEV. =8' -5" F.F ELEV. = -0' -0" fL V . S.72. t — M& W E)'EP W I NdOW.S T. OF T. BM. ELEV. =8'-5" F.F ELEV. = -0' -0" et-eV . 5.72. fr. 1 'JP 47/ F. E LEV = +3' -6" 01-11 . 1.22 VC ta VP. REVISION1 2. REVIS10N2 3. REVISION3 4. REVISION4 • 7 0 U c 0 0 n n 0 A nn U 00 v 0 u_ CO LLJ h n W Q UD 0 I•r) OD LL LLJ U7 Z L Lc 0 (f) i • 120/240V_ - C Tfl C P A \ - " 200 AMPS. MCB 1 PH,3W SURFACE MTD. CIRCUIT FUNCTION VOLTS C/B TRIP ROMEX LOAD C- 1,3 STRIP HEATER /BLOWER #1 (10.0 KW) 240 2P -60 # 10000 C- 2,4 A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) C- 5,7 WATER HEATER 240 2P -30 #10 5500 C- 6,8 DRYER 240 2P -30 #10 5000 C- 9,11 COOKTOP 240 2P -40 #8 6000 C -10 REFRIGERATOR 120 1P -20 #12 1500 C -12 DISHWASHER 120 1P-20 #12 1200 C -13 WASHER 120 1P -20 #12 • 1500 C -15 G.F.I. OUTLETS BATHROOMS 120 1P -20 #12 1500 C- 16,17,18 SMALL APPLIANCES 120 1P-20 #12 4500 C -19,21 OVEN / MICROWAVE 240 2P -40 #8 6000 C- 22 -32 LIGHT & RECEPT. 120 1P -15 #14 7110 C- 33,35 STRIP HEATER /BLOWER #2 (10.0 KW) 240 2P -60 #6 10000 C- 34,36 A/C # 2 CONDENSING UNIT 240 2P - 40 #8 (4000) C -37,39 POOL PUMP 240 2P -30 1P-20 #10 #12 1900 1 g0 C -38 SPRINKLER TIMER 120 C- 40,42 FLOOR AREA SPACES = 2370 S.F.@ 3 WATTS = 7239 TOTAL LOAD = 53610 ELECTRICAL LOAD CALCULATIONS CONNECT LOAD LESS A/C = (53.6 -10) 43.6 KW 10 KW @ 100% = 10.0 KW 33.6 REST @ 40% = 13.50 KW A/C OHTNG 100% = 10.0 KW DEMAND LOAD = 33.50/240 = 140 AMPS. KITCHEN OR BATHROOM LIGHT ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE FLOOD ELEVATION. VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. OTHERWISE NOTED. ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. SWITCH LEG PHASE CONDUCTOR SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT. OF ANY A/C GRILL. SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED GENERAL ELECTRICAL NOTES WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CON ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL CIRCUITS WHO FEENDING ALL MONOFASICS OUTLET OF 125V & 15A & 20A , INSTALL IN ALL BEDROOMS, SHOULD BE PROTECTED W/ INTERRUPTOR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 3" TO F.P.& L TRANSFORMER J - BOX 5" DONW LIGHTS 4- HALO WALL WASH 50W'R30 <CD SPOT WALL WASH WALL SCONCE Q HALO H -2303 75W. SUFACE CAN W/ DUPLEX BAFLLE 0 0 0 ICI 1 ELECTRICAL LEDGEN 11 3" DOWN LIGHTS CEILING FIXTURE VAPOR LIGTH SINGLE POLE DIMMER SWITCH 3.1-1 TRIPLE POLE SWITCH (DIMER) DUPLEX OUTLET DUPLEX OUTLET GFI CABLE OUTLET TELEPHONE OUTLET J -BOX FLOOR DUPLEX OUTLET ELECTRICAL PANEL r-1- ELECT. DISCONNECTOR 1 # 2 (CU) -1/2" (AS PER N.E.C.) RISER DIAGRAM (EX ELECTRICAL METER W/ MAIN DICONN. J 200 A.DISC.BRKR STING) C -34,36 3 # 4/0 THWN (CU) IN 2" CONDUIT SS PNL A CWP (METAL) U T1 LI TY TO REMAIN GARAGE TO REMAIN GROUND ELECTRODE TO FOUNDATION REBAR C 23 (W-5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8 CEILING ) L�J C -25 GFI /WP COVERED TERRACE (8' -5" CEILING ) POOL TO REMAIN C -23 C -25 LIVING TO REMAIN (8' -5" CEILING ) NEW ELECTRICAL FLOOR PLAN 141 r (8' -5" CEILING ) BATH C -29 A STEER BATH (10' -0" CLING ) XC -29 C -27 �C -27 0 C -27 MASTER BEDROOM (10' -0" CEILING ) l OC C -2b C -24 (8' -5" CEILING ) W.I.C. TO REMAIN C -23 23 r l HALL (8' -5" CEILING ) BEDROOM 2 TO REMAIN (8' -5" CEILING ) I• W.I.C. (1W- EILING ) C -28 \ C -28 -27 C -26 C -28 OFFICE SP • CE BEDROOM TO REMAIN (8' -5" CEILING ) C -23 C -24 C -27 C -27 • C -27 (n � �/ / v in «v ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE. CTORS SHALL COORDINATE HIS WORK WITH THE I ®� EXHAUST FAN MIN.5 MINUTES - R. SMOKE DETECTOR ELECTRICAL OUTLET 1 0 1 FLUORESCENT LIGTH REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 26 MSG,1 1 /2" GALV. STRAPS 48" C/C & EVERY ELBOW • W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES CONCRETE BASE W /6X6 -10/10 Yi NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING CONDENSING UNIT PROVIDE A MIN. OF 4" SPACE WHERE MECHANICAL COMPONENTS TO ASSURE ADECUATE ACCESS FOR CONSTRUCTION & CLEANING FULL LOUVERED DOOR WOOD AHU SUPPORT (SELF - STANDING) PROVIDE CAP OFF W/ 1 /4" PERFORATED FOR VENT DRAIN PAN W /WET DETECTOR TO CONTROL OVERFLOW BY SHUTTING DOWN THE UNIT WHEN ACTIVATED REFRIGERANT LINES IN 4 "r PVC SLEEVE TO COND. UNIT UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS TRUSSES M ' =� co � \ f c F CLASS 1, R -6 FIBERGLASS DUCT CELING DUCT SUPPORT LIQUID LINE W/0 INSULATION IN 4" PVC SCH. 40 DETAIL RETURN POWER & CONTROL CONNECTIONS CONDENSING UNIT MOUNTING DETAIL 2" CONDENSATE DRAIN TO OUTSIDE AHU ELEVATION SCH EV E FASTENED INSIDE C.0 TO SLAB W/ 4 -1/4 DIAM X 1 -1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S GROUND R -6 FLEXIBLE DUCTS DN ONE INCH THK i" WIDE -IBERGLASS SADDLES PROVIDE 1 # 5 BAR ALL AROUND SLAB SUCTION LINE W/ 1 1/2" ARMAFLEX INSULATION & VAPOR BARRIER FAN SCHEDULE MANUFACTURER RPM HP CFM ®" S,P, ELECT. SERVICE DIMENSIONS WEIGHT REMARKS # AND MODEL NO. VOLTS /PH /Hz WxLxH (IN.) LBS. TOILET X. FAN NUTONE QT -80 1500 1/90 70 ® 1/8" 115/1/60 10 x 10 x 6 6 DAMPER L & ROOF CAP SPLIT SYSTEM SCHEDULE UNIT NO. 1 TOTAL CAPACITY 'BTU /ER 22600 SENS CAPACITY BTU /IVR 18600 CFM SUPPLY 600 CFM 0 /AIR - IIEATER KW 10 ESP -IN 'NG. 0.30 TEMP. AIR ENT. COIL DB /WB 80/76 C.U. FLA 19.3 VOLTAGE 1 -60 -240 MANUFACTURER RHEEM COIL MODEL RCFA24A2 MW MODEL RBIIA14J06hUGAI C.U. MODEL RAMBO24JAZ SEER /EER 12.4 LIQUID /SUCTION SIZE-IN 3/8 "- 3/4" A/C DISC. 4"-- SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING METAL SEAT (SEE ELEV.) LEGEND TYPICAL A/C PLAN E.F. EXHAUST FAN CEILING DIFFUSER FLEXIBLE DUCT RIGID DUCT 0 THERMOSTAT HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR �/ FIRE DAMPER(S) �/ SMOKE DAMPER(S) ✓ FIRE RATED ENCLOSURE \/ FIRE RATED ROOF CEILING ASSEMBLY \/ FIRE STOPPING N./ SMOKE CONTROL N./ ■ AIR CONDITIONING SYSTEM - GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT ENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATE AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "AS RAE" & "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD. N0.90A AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2. COORDINATE LOCATIONS,SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM TURNING VANES AT ALL ELBOW$,SPLITTERS & DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING -78 DB 91 DB - 78 DB 50% TO 60% HEATING - 72 DB 45 DB 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR.U.O.N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION.DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. B. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED.ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES QIA. MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE 'OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENIED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13. CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW, DUCT JOINTS SHALL NOT E ASSEMBLED WITH SHEET METAL SCREWS OR OTHER 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCR ENED EXHAUST FAN HANGING BRACKET (ADJUSTABLE) REF. LINES DOWN IN GALV. TROUGH TO C.0 (TYPICAL) EXIST. BATH STEEL HANGER WIRE UTILITY TO REMAIN GARAGE TO REMAIN 4" DIAM. EXHAUST DUCT TYPICAL CEILING CABINET EXHAUST FAN W/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION ROOF STRUCTURE SEE ARCHITECTURAL 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) (8' - 5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' - 5" CEILING ) PROVIDE W /P. CAP LOW PROFILE B.D.D. A T TOP FOR DRYER. NO SCREEN FOR BATHROOM PROVIDE INSECT SCREEN TYPICAL ROOF CAP DETAIL A DRYER AND /OR TOILET EXH. N TS COVERED TERRACE (8' - 5" CEILING ) SCALE 3/16 " =1' -0" I III POOL TO REMAIN UVING TO REMAIN (8' -5" CEILING ) MECHANICAL PLAN EF -1 WI11i 4' TO ROOF VENT. 4' 1U ROOF VENT. EF -1 WIT'ri MASTER BEDROOM (1D' -0" CEILING ) 8X0 CO 200 CFibl HALL (8' -5" CEILING ) BEDROOM 2 TO REMAIN (8' -5" CEILING ) W.I.C. (10' -0" CEILING ) 75 ca GXO CO BEDROOM TO REMAIN (8' -5" CEILING ) REVISION1 REVISION2 REVISION3 REVISION4 �2 -J Q 3o W fyv> o Z D o � 0 U W � 0> O U N N I N LID (LI D 00 O SFII-I-T U1 PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE WASTE TRAP VENT C.W. H.W. SPECIFICATIONS REMARKS WC WATER CLOSET 3" INTEGRAL 1/2" H WC WATER CLOSET 3" INTEGRAL 1/2" -- HANDICAPPED LAV LAVATORY 1 --1/2" 1 -1/2" 1/2" 1/2" COUNTER TOP HLAV WALL LAVATORY 1 - 1/2" 1 - 1/2" 1/2" HANDICAPPED 3D BIDET 2" 2" 1/2" - BT BATH Tub 2" 2" 1/2" 1/2" S'4 STAINLESS SINK 1 -1/2" 1 -1/2" 1/2" 1/2" DOUBLE COMPARTMENT OW DISH WASHER 1 -1/2" 1 -1/2" 1/2" 1/2" WM WASHING MACHINE 2" 2" 1/2" 1/2" HANDICAPPED - 4" DEEP DRAIN PAN (WHEN INSTALLED ABOVE 1st FLR.) SEE NOTE DRAIN VALVE 1 1/4" DRAIN PAN PIPE TO HAVE AN OPEN END TO DRAIN OUTSIDE OF BLDG. 6" ABV. GR. SEE NOTE m ( 11.1 I 1.11 - 11.1 1.1 1• REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 SHHT P1 PLUMBING GENERAL NOTES : 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION, 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 7. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. 11 AS PER F.B.C. 604.9 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. A water - hammer arrestor shall be installed where quick- closing valves ore utilized, unless otherwise approved. The arrestor shall be located within an effective range of the quick- closing valve. Water - hammer arrestors shall conform to ASSE 1010. Access shall be provided to water - hommer arrestors. SUPPLY WATER HAMER ARRESTOR 3/4" COLD WATER - GATE VALVE/ 30 GAL. WATER CAPACITY 0.89 EF. ELECTRIC WATER HEATER WITH 5 -YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON - CONCURRENT ENERGY EFFICIENT INSULATION MEETING ASHRAE 90A -1980 MINIMUM INSULATION R -15 z-3/4" HOT WATER SUPPLY ELECTRIC WATER HEATER DETAIL 3/4" RELIEF LINE OUTSIDE OF BUILDING SPILL 5" ABOVE FINISHED GROUND PRESSURE & TEMPERATURE RELIEF VALVE SEE NOTE AIR GAP FITTING ON RELIEF LINE N.T.S. COLD & HOT WATER ISOvi. UNIT -A NOTE : NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN do LAUNDRY TO FINISH ABOVE SLAB. SANITARY RISER NOTES: O 2" PIPE OR LESS TO DRAIN © 1/4" SLOPE 3" PIPE OR MORE TO DRAIN ® 1/8" SLOPE O 2 PROVIDE ANTI -SCALD VALVES FOR TUBS AND SHOWER HEADS COLD WATER HOT WATER NOTE: PROVIDE VACUUM BREAKER FOR ALL HOSE BIBS & BIDETS NOTE 1: SHOWER VALVE W/ TEMPERATURE PRESURE BALANCE - MIXING VALVE RELIEF VALVES NOTES: Relief valve. All storage water heaters operating above atmospheric pressure shall be provided with on approved, self - closing (levered) pressure relief valve and temperature relief valve or combination thereof. The relief valve shall conform to ANSI 721.22, The relief valve shall not be used as a means of controlling thermal expansion. Installation. Such valves shall be installed in the shell of the water heater tank. Temperature relief valves shall be so located in the tank as to be actuated by the water in the top 6 inches (153 mm) of the tank served. For installations with separate storage tanks, the valves shall be installed on the tank and there shall not be any type of valve installed between the water heater and the storage tank. There shall not be a check valve or shutoff valve between a relief valve and the heater or tank served. JI E)(IST. B ATh LJ UTILITY TO REMAIN GARAGE TO REMAIN 1•1 LJ (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN 8' -5" CEILING 11 r �J ll 0000=1 COVERED TERRACE (8' -5" CEILING ) POOL TO REMAIN PLUMBING PLAN SCALE LJ LIVING TO REMAIN (8' -5" CEILING ) 3/16 " =1' - 0" 2" CONO.DRAIN 5" ABOVE GRAD 3`4" RELIEF 5 ABOVE GRAD ?" /4" SLP.(4 FU NOTE 1: 2" VTR 1, 1 1• (8' -5" CEILING ) BATH I I 3/ MA (10'- (8' -5" CEI W.I.0 TO R LING ) EMAIN R BATH CEILING ) t1 /4 SLP.(1 FU) LA V ''1/4" SLP.(1 F 2 "1/4" SLP.(2 FU) 3 "1/8" SLP.(4 FU) MASTER BEDROOM (1O' -0" CEILING ) •1 BEDROOM 2 TO REMAIN (8' -5" CEILING ) OFFICE SPACE BEDROOM TO REMAIN (8' -5" CEILING ) W.I.C. (10' -0" CEILING ) 2' VTR 3/4 CQNNET TO EXIST. 1 C.W. LINE TRHU CEILING 3 "1/8" SLP.(1 2 FU) 2--WAY CO 2-WA C 2-WA C C 3 4" © 1/8" SLOPE TO SEPTIC TANK GRADE BEAM SCHEDULE MARK ELEV. SIZE BOTT. TOP CONT. "C" BARS "D" BARS "I" BARS (EA. FACE) STIRRUPS REMARKS B x D No. SIZE MU No. SIZE No. SIZE No. SIZE No. SIZE No. SIZE v< SPACING EACH END GB 1 +0' -0" 16 "X24" 4 #8 4 #8 #4 @ 8" O.0 COLUMN SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL TIES TC -1 8" x 12" 4 # #3 @ 12" TIE COLUMN NEW PILE 8" x 12" 4 #5 #3 @ 8" TIE COLUMN 411 3 -1 /2 "X3 -1 /2 "X 1 /4 "7X7X1/2 PL TOP (2)1/2 0 LUGS IYP. STEEL COLUMN FC1 1#5 IN GROUT FILLED CELLS @ 48" MAX. FC 1#6 IN GROUT FILLED CELLS @ 40" MAX. PILE SCHEDULE MARK SIZE REINFORCEMENT REMARKS NP DIAM. 14" SEE DETAIL NEW PILE EP DIAM. 10" -- EXISTING PILE 0 N 3/4" = 1' -0" NEW 14" DIAM. AUGERCAST PILE 6#5 CONT. REINF. #3 © 8" O.C. TIES =W 12" 3AM. AUGFRCAST PIL COLUMN NOTES: 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW COLUMNS BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #6 x 4' -0" DOWELS FOR TC's AND 1 #5 FOR FC's AND SC's. IN EPDXY ADHESIVE L w FOOTING NOTES: 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS. 2. LAP SPLICE BARS MINIMUM 36- INCHES. 3. WHERE CONCRETE FOOTINGS BEGIN FROM EXISTING CONSTRUCTION, DRILL 6" INTO SIDE OF EXISTING FOOTING FOOTING AND SET 2 #7 x 3' -0" DOWELS IN EPDXY ADHESIVE. EXTEND PILE REINF. TO TOP OF G.B. N 7 -TAIL GRADF BEAM NEW 14" DIAM. AUGERCAST PILE « SPACING » 3' -O" HOOK MID �-4�� Vii DV /11111/13 NOM MIA 0 16 "X24" G.B. _E BAR OFFSET BOT BARS EXISTING PILE J NP25 r I a] NP27 r 1O -2" NP25 L 17-2" EXISTING CMU WALL 1O - 2" . EXISTING A • 8 "X12" CONC. BEAM 444 4 A d 4 1 1 1 a 4 . 4 EXIST NG NP24 NP28 4 FOOTING a G.B 1 4 . 10 -2" 17' -2" G.B 1 PALE GRADE BEA 4 a 4 4.. a 4 # 5 EMBEDDED 6 " INTO EXIST. CONC. BEAM W/ EPDXY 1 # 3 EMBEDDED 6 " INTO C.M.0 WALL W/ EPDXY @ 12" O.0 NEW CONC. COLUMN DRILL 3/4 "X6 1/2" HOLES TO RECEIVE # 5 BARS. FILL HOLES WITH SIKADUR -31 HI -MOD GEL EPDXY CRPUT OR EQUAL FOLLOW MRF INSTRUCTIONS PROVIDE MIN 6" EMBED (TYP. TOP & BOTTOM) 4 # 5 EMBEDDED 6 " INTO EXIST. CONC. BEAM W/ EPDXY A 4 O . NP23 O 4 SCALE 1/4"=V-0" 4 a 4 4 A 4 ELEVATION DETAIL STARTER COL. AT GARAGE DOOR N LEYOUT 1 0 ' - , , CANTILEVER SLAB NP19- NP20 17' - /f 11 -0" 8'-10'' G.B 1 G.8 1 —J NP17 co L_ O NP14 NP18 co (5 L- ONP11 n I L 1 NP21 1 10' -4" LO 5'- If NP16 G8 1 0 O NP13 J U Z 0 0 m J In U z 0 0 G.B 1 O NP10 G.8 1 GB 1 c:i: NP7 G.8 1 10' -4" 0 N\ G.B 1 CANTILEVER SLAB 5 NP15 NP9 ❑7 0 NP6 O�`t- o NP2 co EXIST. PILE (I) Q I w Z 1 c� LLJ I ° v� Z O IQ O> U 0 REVISION1 REVISION 2 REVISION 3 REVISION4 cn N in in N N CO (D L0 0 0 r h 0 0 3" CL. • • GRADE 4" 11 111 1 TIE BEAM 1/4" 0 PRESSURE RELIEF HOLE MID HEIGTH G GROUND FL. FIN. EL. SEE PLAN TIE BEAM GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS PILE FOR SIZE & REINF. SEE STRUCT. PLANS GROUND FL. FIN. EL. — 0'— 7.5 "� 3" CL co COMPACTED FILL • • I 1 4" 3 3 r 9 GA. LADDER TYPE HOR. PILE JOINT REWF. EVERY SECOND FOR SIZE & REINF. COURSE (16" O.C.) EXTEND SEE STRUCT. PLANS 4" INTO TIE COLUMNS 6" CONC. SLAB 'W/ 5© 12" BOTT. 4 © 12" TOP 4 ® 16" TEMP. GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS 1 SECTION 3 N. T. S. COMPACTED FILL • • COLUMN, SEE COLUMN SCHEDULE IS 3 1/2" X3 1/2" X 1/4" GROUT FILLED 0 1 (3S I V / AB 4 © 12" TOP P 4 1 2' D AE D7 ANCHOR LUGS 6" LONG H 111 lI —VAPOR BARRIER PILE FOR SIZE & REINF. SEE STRUCT. PLANS I 1 COMPACTED FILL U 1 2 'VAPOR BARRIER GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS SECTION AT STEEL COL. N. T. S. 6" CONC. "SLAB W/ 5 © 12 BOTT. 4© 12" TOP 4 © 16" TEMP. GRADE GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS SECTIO N. T. S. GROUND FL. FIN. EL. SEE PLAN 9GROUND FL. FIN. EL. —0' -4 GRADE °'- \5 PILE I 1 FOR SIZE & REINF. SEE STRUCT. PLANS 1111111 1 TIE BEAM PILE `C>•----• FOR SIZE & REINF. SEE STRUCT. PLANS SECTIO\ 1 N.T.S. 1; 1' 4" 0 I 8" CONC. BLOCK WALL. FOR REINFORCED CELLS LOCATION SEE PLAN.(TYP) 3" • • • • 1' -4n r CONC. COL. BEYOND C7' 6" CONC. SLAB W/ 5 @ 12" BOTT. 4 © 12" TOP 4 © 16" TEMP. WALL BEYOND 111 1 111 11 1 VAPOR BARRIER COMPACTED FILL » • • • COMPACTED FILL FILL SECTION 2 N. T. S. 1 CANTILEVER SLAB TB (ELEV= 1' -9 ") SlFFT S2 REVISION 1 REVISION2 REVISION3 REV1SION4 U N) PILE FOR SIZE & REINF. SEE STRUCT. PLANS VAPOR BARRIER GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS 10' '11 1 TIE BEAM GRADE BEAM FOR SIZE & REINF. SEE STRUCT. PLANS P LE FOR SIZE & REINF. SEE STRUCT. PLANS 5" CONC. SLAB W/ 5 © 12" BOTT. 4 @ 12" TOP 4 © 16" TEMP, " 3 "i 1' -4" fr Pri 0 6" CANTILEVER SLAB EXISTING GRADE BEAM - U COMPACTED FILL / SECTION 4 10' - -2" 10' -2" 1/2" EXP. JOINT EXISTING B" CMU WALL VAPOR BARRIER EXISTING 4" CONCRETE SLAB 1 -- ISTING PILE FOUNDATION/GROUND FLOOR PLAN SCALE 1/4' = 5 S -2 1 S -2 0 OS 6 RISER AT 7" 11"111 "111"111"111" 11" 3' 10' -2" 10' -2" 21' -5" (r) (11 (N Ln NI N1 u N rn I I L1 _ Z 1 I 1 ZID iy I LLJ � I VI1- 0 Z OI (f) Z U 0> U O X 1 o WOOD TRUSSES & GIRDERS CON \ECTORS SCHEDULE CONNECTOR LABEL CONNECTOR TYPE "USP" ALLOWABLE LOAD VALUES FASTENERS INTO STRAP SIZE & QUANTITY UPLIFT LAT, LOAD PARALLEL TO WALL LAT. LOAD PERPENDICULAR TO WALL "E" BARS TAPL16 975 LBS 595 LBS 885 LBS 7— 10d B) TAPL16 1350 LBS 595 LBS 885 LBS 11— 10d C C) TAPL16 + TAP12 2030 LBS 595 LBS 885 LBS r ► 2 TAPL16 + TAP12 2405 LBS 595 LBS 885 LBS 8- - lOd TAP12 —135.7 P.S.F. TAPL16 + SGP3 3025 LBS 595 LBS r te_ 11— 10d S P 12— 10d SGP3 3 5/8" DIA EXP. BOLT © SGP3 CO TB (ELEV 13'-6" 885 LBS 11- - 10dd SG 3� 5/8" DIA EXP. BOLT @ SGP3 „O\ LUGT 2 1850 LBS 460 LBS 1220 LBS � / 4 O FT 5 1 4 DIA POWER STUD INTO CONC. #3 4413_ ©T 1 28" O.0 E " TIE BEAM PR AB. WOOD GITDER TR : 5 • S -4 i PREFAB. WOOS G DER TRUSS = w CO / \ "r7 J i CO PREFAB SOD TRUSSES ® 24" !S . m m , / R \ X co P AB, WOO) GTDER TR 8'-5" N- co d ' J ) d MI / IIIIIIIII \ ► EXIST.T: (ELEV i i . ! I ■ WOOD TRUSSES & GIRDERS CON \ECTORS SCHEDULE CONNECTOR LABEL CONNECTOR TYPE "USP" ALLOWABLE LOAD VALUES FASTENERS INTO STRAP SIZE & QUANTITY UPLIFT LAT, LOAD PARALLEL TO WALL LAT. LOAD PERPENDICULAR TO WALL "E" BARS TAPL16 975 LBS 595 LBS 885 LBS 7— 10d B) TAPL16 1350 LBS 595 LBS 885 LBS 11— 10d C C) TAPL16 + TAP12 2030 LBS 595 LBS 885 LBS 8— 1 10d TAP12 TAPL16 2 TAPL16 + TAP12 2405 LBS 595 LBS 885 LBS 8- - lOd TAP12 —135.7 P.S.F. TAPL16 + SGP3 3025 LBS 595 LBS 885 LBS 11— 10d S P 12— 10d SGP3 3 5/8" DIA EXP. BOLT © SGP3 CO TAPL16 + SGP3 3755 LBS 595 LBS 885 LBS 11- - 10dd SG 3� 5/8" DIA EXP. BOLT @ SGP3 ® LUGT 2 1850 LBS 460 LBS 1220 LBS � / 4 O FT 5 1 4 DIA POWER STUD INTO CONC. #3 4413_ ©T 1 28" O.0 E " TIE BEAM Q -AV SC --3 „L- MARK ELEV. SIZE BOTT. TOP CONT. "C” BARS "E" BARS STIRRUPS REMARKS B x D No. SIZE Mu No. SIZE No. SIZE No. SIZE No. SIZE V, SPACING EACH END RB1 SEE PLAN 8" x 12" 2 #5 2 #5 OVERHANGS & TERRACE —135.7 P.S.F. —88.4 P.S.F. #3 #4 0/C TB SEE PLAN 8" x 12" 2 #5 2 #5 #3 4413_ ©T 1 28" O.0 E " TIE BEAM " +" : DEAD LOAD PLUS LIVE LOAD GIRDER TRUSS REACTION " —" : NET WIND UPLIFT GIRDER TRUSS REACTION. "CB" : 2 X 6 VERTICAL WOOD "CROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT POINT W/ 2— 16d NAILS. "HB" : 2 X 4 CONTINUOUS HORIZ. WOOD BOTT. CHORD BRACING CONNECTED TO THE TOP OF EVERY TRUSS BOTTOM CHORD W/ 2— 16d NAILS. MAXIMUM SPACING BETWEEN BRACINGS SHALL BE 10' -0" SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR ADDITIONAL CHORD AND WEB BRACING . ROOF TRUSSES SUPERIVPOSED LOADS DEAD 30 P.S.F. LIVE 30 P.S.F. BASIC WIND PRESSURE, qz 39.37 P.S.F. V =146 MPH h= 15' EXP. "C" 1= 1.0 " Z " STRIP = 3' -0" TRUSSES L < 17.3' GIRDER AND TRUSSES 17.3' NET WIND UPLIFT, ZONE 1 —32.5 P.S.F. —28.6 P.S.F. NET WIND UPLIFT, ZONE 2 3 —79.8 P.S.F. —52.2 P.S.F. OVERHANGS & TERRACE —135.7 P.S.F. —88.4 P.S.F. NOTE: ALL TRUSS TO BE WD. PRE —FAB. AND ENGINEERED © 24" 0.C. MFR. TO SUBMIT SHOP DWGS. TO ARCH. APPROVAL REQ. APROVAL IN THE CITY. BEAM NOTES: 1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L— SHAPED CORNER BARS WITH 30 —INCH LONG LEGS. 2, HOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE MINIMUM 36— INCHES. NOTE: 1). 2). 3), 4). 5). 6— 10d X 1 1/2" NAILS INTO EA. TAPL SEAT AT ALL TRUSSES, TAP12 ANCHOR D.C.P.A. No. 02- 0102.03 TAPL16 ANCHOR D.C.P.A. No. 02- 0102,03 SGP3 D.C.P.A. No. 02- 0102.03 LUGT2 D.C.P.A. No. 02- 0128.04 STRUCTURAL NOTES: 0 1 S REMOVE EXIST. ROOFING AND FASTEN EA. PIGGY BACK TRUSS THROUGH EXIST. SHEATHING BELOW W/ "HUGHES" RT1618TW STRAP TIE (MIAMI —DADE COUNTY PRODUCT APPROVAL No. 98- 0717.03 W/ 6 -16d NAILS INTO SIDE OF TRUSS AND 6 -16d NAILS INTO SIDE OF EA. INTERSECTING RAFTER. PENETRATE EXIST. SHEATHING ONLY AS REQUIRED FOR INSTALLATION OF STRAP. 0 1') O 3'— 0" ROOF PLAN N. T. S. 10' -2" 10' -2" 1 1/2" CL. s 6 " PROVIDE 24 BAR DIA. MIN. OR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI— CIRCULAR HOOK. MI IN' 1/4 L1 f 3'— 6" MIN. r "E" BARS 10' -2" B1 (ELEV 8'-0") N U ALL REINF. STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. L1 GREATER OF 3 L1 OR 1/3 L 3' -6" MIN, NOTES: 1. "L" INDICATES THE LARGER OF ADJACENT SPANS. 2. WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP. 3. "I" BARS AS SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM. TYPICAL BEAM REINF. PLACING DIAGRAM CO EX■ST.TB (ELEb 10' -2" 8' -5 ") 6 " MIN. r J EXIST, ROOF R00= PPAv \G RLA\ SCALE 1/4" = 1' -0" "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE 1/3 OF SPANS. WHERE REQUIRED. GREATER OF GREATER OF _i3 L1 OR 1/3 L2 L3 OR 1/3 L2 3' -6" M N. 36 DIA LAP ' 3' -6" MIN. N. T. S. STIRRUP SPACING AS • / - SCHEDULED. 2' FIRST STIRRUP SPACED ROM FACE OF SUPPORT. L2 ( TYP.(D) 10' -2 "`n 0 —265 235 F \ / 2700 3'— 0" I 1 CONT. "I" BARS 2 ' -0 "" 6 " MIN. 6' -10" "D" BARS L3 1 " CL. 21' -5" 12' — 7" _n PREFAB PIGGY BACK TRUSSES SEE STRUCT. NOTE 15 TO FORM A CRICKET 7 O U O W r 0 L E 0 cy 1- T REVISION1 REVISION2 REVISION3 4. REVISI0N4 M N in Ln N N CD CO � (.0 in 00 PLUMBING FIXTURE SCHEDJLE SYMBOL FIXTURE WASTE TRAP VENT C.W. H.W. SPECIFICATIONS REMARKS WC WATER CLOSET 3' INTEGRAL 1/2" Il . —_ HWC WATER CLOSET 3• INTEGRAL 1/2" HANDICAPPED 1 i :POOL TO REMAIN — LAV LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2' COUNTER TOP HLAV WALL LAVATORY 1 -1/2" 1 -1/2' 1/2' HANDICAPPED 8D BIDET 2' 2" 1/2" —_ -- BT BATH TUB 2' 2' 1/2" 1/2" SK STAINLESS SINK 1_1/2" 1_1/2' 1/2" 1/2" DOUBLE COMPARTMENT DW DISH WASHER 1 -1/2' 1 -1/2" 1/2" 1/2' WM WASHING MACHINE 2' 2' 1/2" 1/2' HANDICAPPED — PLUMBING GENERAL NOTES : 1 ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 7. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST –CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. 11 AS PER F.B.C. 604.9 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. A water – hammer arrestor shall be installed where quick– closing valves are utilized, unless otherwise approved. The arrestor shall be located within an effective range of the quick– closing valve. Water – hammer arrestors shall conform to ASSE 1010. Access shall be provided to water – hammer arrestors. SUPPLY WATER HAMER ARREST COLD WATER 3/4" GATE VALVE 30 GAL. WATER CAPACITY 0.89 EF. ELECTRIC WATER HEATER WITH 5 –YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON– CONCURRENT ENERGY EFFICIENT INSULATION MEETING ASHRAE 90A -1980 MINIMUM INSULATION R -16 4" DEEP DRAIN PAN (WHEN — INSTALLED ABOVE 1st FLR.) SEE NOTE DRAIN VALVE �3/4" HOT WATER SUPPLY N 3/4" RELIEF LINE OUTSIDE OF BUILDING SPILL 6" ABOVE FINISHED GROUND PRESSURE & TEMPERATURE RELIEF VALVE SEE NOTE C\ AIR GAP FITTING ON RELIEF LINE V 1 1/4" DRAIN PAN PIPE TO HAVE AN OPEN END TO DRAIN OUTSIDE OF BLDG. 6" ABV. GR. SEE NOTE ELECTRIC WATER HEATER DETAIL N.T.S. COLD & HOT WATER ISOM. UNIT -A NOTE : NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN & LAUNDRY TO FINISH ABOVE SLAB. SANITARY RISER NOTES: O 2" PIPE OR LESS TO DRAIN ® 1/4' SLOPE 3" PIPE OR MORE TO DRAIN C.' 1 /8 SLOPE 0 PROVIDE ANTI –SCALD VALVES FOR TUBS AND SHOWER HEADS COLD WATER HOT WATER NOTE: PROVIDE VACUUM BREAKER FOR ALL HOSE BIBS & BIDETS NOTE 1: SHOWER VALVE W/ TEMPERATURE PRESURE BALANCE - MIXING VALVE RELIEF VALVES NOTES: Relief valve. All storage water heaters operating above atmospheric pressure shall be provided with an approved, self – closing (levered) pressure relief valve and temperature relief valve or combination thereof. The relief valve shall conform to ANSI Z21.22. The relief valve shall not be used as a means of controlling thermal expansion. Installation. Such valves shall be installed in the shell of the water heater tank. Temperature relief valves shall be so located in the tank as to be actuated by the water in the top 6 inches (153 mm) of the tank served. For installations with separate storage tanks, the valves shall be installed on the tank and there shall not be any type of valve installed between the water heater and the storage tank. There shall not be a check valve or shutoff valve between a relief valve and the heater or tank served. 1' NEW DEN UTILITY 2' COND.DRAIN 6" ABOVE GRADE • J 0 • (8' -5" CEILING ) KITCHEN TO REMAIN 3/4" DINING TO REMAIN (8' -5" CEILING ) COVERED TERRACE FAMILY ROOM (8' -5" CEIUNG ) SCALE PLUM F.FLOOR 1 ELEV. =0' -0" ELEV. =5.72 FT NGVD a ---- -4 Il BI \G PLAN 3/16 " =1' -0" LIVING TO REMAIN (8' -5" CEILING ) 11 • L_ (7' -5" CEIUNG) , 2" VTR MASTER BEDROOM (12' -O" CEILING ) L I I C,QNNET TO EXIST. 1 C.W. LINE 1RHU CEILING W.I.C. (S.'' -0" CEILING ) (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN TERRACE LAV , 1/4" SLP.(1 F 2 "1/4" SLP.(1 F n H ALL (s' -5" CEILING ) — 1 I •■ 0 BEDROOM 2 TO REMAIN (8' -5" CEILING ) 1 J 3'1/8" SLP.(4 FU) 2 "1/4" SLP.(2 FU) BA A D 3 4 MASTER I TH (12' -O" CEIL G ) 4" SLP.(4 FU) 2" VTR NOTE 1: BEDROOM TO REMAIN (8' -5" CEILING ) IWC VTR' CO 2-WA 0 2 -WA" et CO „3 "1/8" SLP.(12 FU) 4” ® 1/8' SLOPE TO SEPTIC TANK : II • • 1. REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 i PET P� • 0 1 1 1' W CC N z � _ F-- ° 0 U Z 13 W 0 (I) f: jz Q 0 > - U U to cn v) N u) tn I I �,. 13 ' D Co '0 _O r. tn O O v_ ) � v Il . I I 1 1 i :POOL TO REMAIN ... r I 1 I II r 1 1 I . 1 , 1 I I -e PLUMBING GENERAL NOTES : 1 ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 7. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST –CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. 11 AS PER F.B.C. 604.9 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. A water – hammer arrestor shall be installed where quick– closing valves are utilized, unless otherwise approved. The arrestor shall be located within an effective range of the quick– closing valve. Water – hammer arrestors shall conform to ASSE 1010. Access shall be provided to water – hammer arrestors. SUPPLY WATER HAMER ARREST COLD WATER 3/4" GATE VALVE 30 GAL. WATER CAPACITY 0.89 EF. ELECTRIC WATER HEATER WITH 5 –YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON– CONCURRENT ENERGY EFFICIENT INSULATION MEETING ASHRAE 90A -1980 MINIMUM INSULATION R -16 4" DEEP DRAIN PAN (WHEN — INSTALLED ABOVE 1st FLR.) SEE NOTE DRAIN VALVE �3/4" HOT WATER SUPPLY N 3/4" RELIEF LINE OUTSIDE OF BUILDING SPILL 6" ABOVE FINISHED GROUND PRESSURE & TEMPERATURE RELIEF VALVE SEE NOTE C\ AIR GAP FITTING ON RELIEF LINE V 1 1/4" DRAIN PAN PIPE TO HAVE AN OPEN END TO DRAIN OUTSIDE OF BLDG. 6" ABV. GR. SEE NOTE ELECTRIC WATER HEATER DETAIL N.T.S. COLD & HOT WATER ISOM. UNIT -A NOTE : NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN & LAUNDRY TO FINISH ABOVE SLAB. SANITARY RISER NOTES: O 2" PIPE OR LESS TO DRAIN ® 1/4' SLOPE 3" PIPE OR MORE TO DRAIN C.' 1 /8 SLOPE 0 PROVIDE ANTI –SCALD VALVES FOR TUBS AND SHOWER HEADS COLD WATER HOT WATER NOTE: PROVIDE VACUUM BREAKER FOR ALL HOSE BIBS & BIDETS NOTE 1: SHOWER VALVE W/ TEMPERATURE PRESURE BALANCE - MIXING VALVE RELIEF VALVES NOTES: Relief valve. All storage water heaters operating above atmospheric pressure shall be provided with an approved, self – closing (levered) pressure relief valve and temperature relief valve or combination thereof. The relief valve shall conform to ANSI Z21.22. The relief valve shall not be used as a means of controlling thermal expansion. Installation. Such valves shall be installed in the shell of the water heater tank. Temperature relief valves shall be so located in the tank as to be actuated by the water in the top 6 inches (153 mm) of the tank served. For installations with separate storage tanks, the valves shall be installed on the tank and there shall not be any type of valve installed between the water heater and the storage tank. There shall not be a check valve or shutoff valve between a relief valve and the heater or tank served. 1' NEW DEN UTILITY 2' COND.DRAIN 6" ABOVE GRADE • J 0 • (8' -5" CEILING ) KITCHEN TO REMAIN 3/4" DINING TO REMAIN (8' -5" CEILING ) COVERED TERRACE FAMILY ROOM (8' -5" CEIUNG ) SCALE PLUM F.FLOOR 1 ELEV. =0' -0" ELEV. =5.72 FT NGVD a ---- -4 Il BI \G PLAN 3/16 " =1' -0" LIVING TO REMAIN (8' -5" CEILING ) 11 • L_ (7' -5" CEIUNG) , 2" VTR MASTER BEDROOM (12' -O" CEILING ) L I I C,QNNET TO EXIST. 1 C.W. LINE 1RHU CEILING W.I.C. (S.'' -0" CEILING ) (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN TERRACE LAV , 1/4" SLP.(1 F 2 "1/4" SLP.(1 F n H ALL (s' -5" CEILING ) — 1 I •■ 0 BEDROOM 2 TO REMAIN (8' -5" CEILING ) 1 J 3'1/8" SLP.(4 FU) 2 "1/4" SLP.(2 FU) BA A D 3 4 MASTER I TH (12' -O" CEIL G ) 4" SLP.(4 FU) 2" VTR NOTE 1: BEDROOM TO REMAIN (8' -5" CEILING ) IWC VTR' CO 2-WA 0 2 -WA" et CO „3 "1/8" SLP.(12 FU) 4” ® 1/8' SLOPE TO SEPTIC TANK : II • • 1. REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 i PET P� • 0 1 1 1' W CC N z � _ F-- ° 0 U Z 13 W 0 (I) f: jz Q 0 > - U U to cn v) N u) tn I I �,. 13 ' D Co '0 _O r. tn O O v_ ) � v F MAP CF BOUNDARY SURVEY•.�� •k \e k TYPE CF SURVEY, BOUNDARY i G �F O 0 1(°" i A/ /A /o5 ' '7/3 eo.y ✓ - ic y , 4,4GA _32 �y /255 45 /moo • //p7 e ZZ /45 o g DPW /'/M '7 / 1 c 4 3 s7:" �/L � o' 2 7 /x./7 BASS CF BEARING SYSTEM WI-t EN S4-CWN REFER TO:41,g4 •'.+��Y_ , } ,ife )Ve /4'J 4 (,o,J 85' N • U J 0 tr J , Ai 0 SX nl z5 \J. 70 75 SCALE: t' = G o t • 5 1 To /36...tc < cae ala. F /Fi''0' // o� PROPERTY ADDRESS: /25:5 /15 2 3 sreE� �./ A-�� s�o2 e - S , e._.. SOURCE OF LEGAL DESCRIPTION: G /ZA e i-L.1 ,1 ? L1/D / LEGAL DESCRIPTION LOT 7 Z-&'-s3 1 2S CGer q JD Aar d Lgs s c'�srEiz. f r ELCCK SUBDIVISION L / L ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOCK 4Q AT PAGE O 3 CF THE PUBLIC RECCRDS OF A "// 41- ii - �A of COUNTY, FLORIDA. 5.2? 3' 7S _ /T.5 3 FLOOD ZONE INFORMATION 1. COMMUNITY NUMBER /zo a.52 2. PANEL NUMBER L 3. SU fIX Ao A • A:C :5 "A AC • A•A :C•Cn4SE. ' +7 A SP• • ASP -Ay 3 • 3EA''G S9 • 3E4. `.G 3L7G • 90,7 • Kot:..A °C 5■ • 3E TC vA:K C3 • SA'C E 3.S• Css • °3 ••C 7J C••• • :'CPC 7.5 - A'C CA • :'C.E •-9 • C.C° 2EA° V, 'ES - EP.tE • • CI •.N( 'EKE .C.rG • O'. 'C'E' E Cs •:CY_'E "E S.A3 /Wes fr> C c%,S a -' / ' (4o -/.;) 4 o d / : • aiLL '.CIE • 7. €EC E. •S' E v • E'. E'• A' CS E•C. ErC - VEr' ESV' • EASEVEr' ° • E.E:' ^C "'.A.rsCCPkEP • �• .LVC , : ' S E t' ..rY 'r SSA CAN, - .C.••• Q ':E.AT'C4 :P • ••PL w C EN . C„•C 00E V • C_"C t. CC • OL`•c vA . :5: ` C • =C,. .I SC SA a• °OLVC roA • c.vE :Ec JOSE A DIAZ 3 SrP�2 PD 44' r� , ~ PROF=ESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 DATE: DATE: DATE: tt s ") > :1 ;. 0 /O 7 3 4. DATE OFIRM 7 7/5 - EREV'Ar' rNS G:NDS CwES ROC ° E.F.AC V • L A \E •S1 • MEAV SEA,EVE: VEAS . VEASLPE: VCS • VGh'_VS r W. • MCASLVE'. . S5 YS • v E A0. rG VC ..A'Crh CECCE "C v5' CA CAT _M rC • V'_y9c. rF • VG• cAC A: rC ' C Cw . Cvc P.Ar3 C. • er.ES .0 w' �x.v' . PivEUEr^ 9 • 3CCK • rM Co /S2 ZS' /2 /5U' U • ,a C..13 e Q 1,4 s A /14.e 1Y.4A.) / /J7�rzC.� �� /7 v '- • %�. yob 4-5.S16 ,) j e./e4 a} e 7"N p CQ C ✓o p/; .d 7 �� 7's ,4'‘) o , ()CATION SKETCH Scale 1 ". Al 7.5 5, FIRM ZONE 6. BASE FLOOD ELEVATION P': :. Pr •• 7.:C ■PCL•C Ct.'vE ..43E P.. •-E o- • • .k.EP'• L ••5 r , P AV "E a • P: BEC r2.•.G PC VG•L•=r' PSAA. °�C�ESS Sl.'v E•'Ca • a . °A. LS °A„• ° A AL ' • PA,;. ^i 3EAP,rG • .EA_ °ES. f o , cY AGE • 0 ., N E w . a, ^y.T :0 Mr Pa • PA L cCA 7 S• 5C:. SEC • SE:" # .1,0t valid without the signature and the original raised seal of a Florida iicenced surveyor and mapper. Examination of the abstract of title will bare to to made to determine recorded Instr'. rrerts, if ary a "ecting the property. Location and identification of utilities cn and/or adjacent to tha proper y were not secured as suctl information was not requested. Ownership Is subject to opinion 't ti "e. Underground foundation and utilities not located. The survey depicted here Is rot covered by professional liability Insurance. 8550 W FLAGLER ST SUITE 114 MIAMI, FL 33144 PH- (305) 267 -9016 5'•sr PC.. 'AS 5• •55' 'AL { :'SC 5P • 5: °EE'EC r °Cf• ST °. CPv 5 • S CE AA'.(• . -A •.GEr' • ASSES' -"Y P. -c,', '-5-P P. P!A LE •'.7 L * EASEVEV' LP • ^'t • P'a J't• "L N. NEST N; • N c:' ErcE wV • hA' c °` E CP « • N 0 5 c.••LE . r' =A, ArGtE . • • •' -Ar'. `,>(' EKE• CLF d_: J • :ES h. .. AA 5 NO E:E':A"(Y+ � I �G r .'c' 'EKE •• W c . FSM NO 2 79 -I - U' Q 0/4 z- STATE OF FLORIDA LATE SURVEY 2 o OF FIELD __ �Zo FOR: I/ 9G0 5 ORDER NO ° 3- / -5:5?- 4-i° 4 MAP CF BOUNDARY SURVEY,S�a \ " .4 \e , G.2 _�...� /3./) i /3..‘ /05 /N //1 H/ / /3 1 S L f C I Z 'S 4511f 4 ) ' � - / , - /C • ks5'44' 2 �� I P K u .- cy c1C. YTy /255 /¢, 5 i> Z g r � a S o:5,7 5 - /, ' `e2 "45 'G✓ /0 • / ,G f'/-/• /'/M ' X1 .3 ST. % 2/,/ Zv 75 1) • P BASS CF BEARING SYSTEM 'hHE'V S1 CYrN REF TO :441,4 ] N6"l1Je/4 tJ A Lod 6 / ( E ��j sT f'�// PO 9 : C TYPE CF SURVEY; ECCNCARY 1 SCALE: 1" = G a y NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JO SiTE AT TIME DF FIRST INSPECTION PERMIT NO. 15P CO3 >r'% TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property and street/ ct tau \ s FA 2. Description of improvement: NEW 3. Owner(s) name and address: Interest in property: Name and address of fee simple titlehoide 4. Contractor's name and address: ?'0& g.v,1 • 44- t c t w-i frA►Iltt■ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, STATE OF FLORIDA, COUNTY OF DADE NEREBV CFQrt,v that th,s ;s a tr 4 / t the Name and address: 8. In addition to himself, Owners designates the following pars ,iARVEY B y.___ Name and address: in Section 713.13(1)(b), Florida Statutes. ddress: j•- 1ZA1 er-{ ?. cAl.U0 , 1255 ',la ? LET:. w osts - KLY 2 S f r•' 1D • F g LESS o tvrtie4 $M Lv�er- . Viitri3 44 P 45 >� A.pjtior4 To eDivq +-t 1 L ( M-h � VALEz 1255 AV. 1? fir o1e o ^,era Ile ce 9. Exp date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dlffe nt d e s specified) Sign'aturi`of Owner Print Owner's Name�!� Wei`aild L 5 day of Sworn to and subscribed tietc ►rtfe Ffla:4 4 IA Notary Public Print Notary's Name -/ My commission expires. °x�� " =;C 129.01-52 PAGE 4 6x02 a.,''r'w � r ` Pedro Gonzalez • My Commission DD212772 7 M1 Expires May 1 2007 CF 11 2004-R131.1.6483 OR Bk 22060 Ps 0567; (1P9) RECORDED 02/20/2004 13 :16 :25 HARVEY RUVIN, CLERK OF COURT I1IAM'II —DADE COUI' T'f r FLORIDA LAST PAGE and C■unry Cvur,s U•G. 1111111[1111I II1 (- i rC J ✓ ✓ opy of the LIenor 111I1i11 dill 11111II Prepared by i2/I/ ) ' Address: / 1 0 130 /36 b t/A . /MI • ft MAP OF BOUNDARY SURVEY 4S\D f( \\f 1r� �_ \ t D•2' 0 1 C /3./) 55 !0 it.fmH/ y.0(4 /c3 ,vB 5044F23,,E JQ 36 v'J' 0 f\ .32.35 . CVJ /255 /¢•5 /b O ' // 7 °Z '4 * C /s) C F ..A\.? �RrJE • • �r F r r 20 / M N 1 / • 01 0 3 £7 % 5 d ' /2/A/7 • O' ) E,(/G 3 Lr rt,,e1 BASIS OF BEARING SYSTEM WHEN SI- N REFER TO:,¢,u4 550Y --} Ye V/40.4 Lod 8 e AG y3 5 r / ,c r 4 4 - !C%1 5 SCALE: 1" = TYPE OF SURVEY; BOUNDARY PROPERTY ADDRESS: /255 A/5 72 sT,eger / 4 /A- S SOURCE OF LEGAL DESCRIPTION: /Z 4s 7 p, c L DESCRIPTION 25 F &ET Flo LvT LESS gr45TE2 y LOT 7 G�SS � A• d 25 DEBT BLOCK SUBDIVISION Z3.6,) L t' rrG ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE • 0'3 OF THE PUBLIC RECORDS OF ' y / ' ` �' 1 ' —A Jog' COUNTY, FLORIDA. 8 7.173 FLOOD ZONE INFORMATION 1. COMMUNITY NUMBER /e-ease A• APC C S'k.`•CE AC • A A CCNCr<.C%EP .AC A5P4 • ASP - 9 . BEARING 9e • 9EAa` G BLDG • BVIC.`:G elv0 • eC Lt Ev APC BV • BENG' VAAK C. • C CO • CATCH 3A5:• V CBS • CCNCPETE 9..CCK S'avCr...9 G• CLP9 ANC SU • >Ca: •S C': P . C-9 • t CPC 9EAa • s".. VOA CL• CEN'Ea LNE•1. („F • CNA Y LNK PENCE C:,••P. • XNCPETE CS • CLYCPE'E SLAB JOSE A DIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 / /.!/`1/ .3 / Co■.5 !3•a y v /c,✓ / / / 1 /1/ 2. PANEL NUMBER C' • CCCPT C:.+ • :LT Ca 9•IE C. LEE: C'S• • S E • EAST E.v • ELEcA E NC • E NCPCAC -• V E VT ESN' • EASEVE`R E • ELECTaG'PA9SFCP.VEP F • F ^.L`.0 F C.. • FCLNC :at, •AXE P • c N 51•EC $,CCP EL ENA.- CY F'. • c ^ P E AVM c P • c....*.0 P t. P•,PE FN • 'C...0 .A NC' • P0'.•C \.11 1 C SC FNC • .CL.NC NA L 97 SC FP • $C,•.0 PE -Aa FPA . FPAYE FT. PEE' • -E Cm' ;rG zy 3. SUFFLX weir• • 4 •31•KA`• LFE . LCvvE ST Pt CCP EL9'.A:'CY LN • LANE VSL • VEAV SEA LEVEL VEAS • VEASLPEC Lvt .ua.w£ Y'LtE VS • V E S1.E7 VG V7 • 'A'C\A• CECCE'C VEATCA, CAi - NO • VLVBEP • VG.. P,A.. s • NOT '0 sCAL ae •.,c c CAL PECCPC BECK C w • CvE ar.AVO Cw . CVTar.EAJ wPE S P . o PArV' • .A•EVEYT P9 • P BOCK P: • PCNT 7P CLPVA'.P9 Examination of the abstract of title will have to be made to determire recorded instruments, if ary affecting the property. Location and identification of utilities on and/or adjacent to th property were nct secured as such information was not reque r d. 0•wvrership is subject to opinion of title. Underground foundation and utilities not lobe survey depicted here is not covered by profess cral liability insurance. f sd D/AZ / / 271 TE: J34�ZOo 3 \3 sp.. A 1.7,4 Fs 41 CATE: /f & 20 a 4 CATE: CATE: 11 9 If 4. DATE QF F RM /5' Y5 ABBPEV!A1'ONS LEGENDS 8550 W FFL/;GLER ST SUITE 114 M AM1, FL 33144 PH- (305) 267 -9016 // / _' Z3' /2 1 5. FIRM ZONE • Pr_N' Cc CC'PCL'.0 CLAVE P; • PA PK'A^• • F•AP.SAT PL • P•. AC E P•L • P:CPCPTT L NE 'T • a._••• PC8 • P j,NT Cc BE S Y.:Y PCC • /0 '.T CF 'CWENCEVEYT PF•V • PEPUA•.E4' aEFEPENCE V NLV EN' PSV • PPSFESS.0%A SLPVE+CA 1 VAPPE3 •PAC LS P • PA: AL PC • /0 ; AL 9EAAN3 PE • PECCPC *ES • PEYCEYCE PGE • PANC qW • P.o.'r PA • PA LAC-A7 S•SC.7. SEC • SECC.K c��T /�/ - • a . A LL3 (?Tc' vdLjEs / A / 4 /04 / & /T .134 k- A 4- - lr.S ..5.54,e, S A,rJ %� ,Q.5/G (/z 6 t� 7N p, cA C . ✓o pig./ ..67-7-07z. z_ / 's TI rc� ///).Sc'/e�4.41 c. / 0 3 /AJC. LOCATION SKETCH Scare 1". Ai r.5 Not valid without the signature and the original raised seal of a Florida licenced surveyor and mapper. 6. BASE FLOOD ELEVATION 7' 5 P • Sr PCY P•P9 Sr *SET •• AE 1 SC 5P • SCaEE%EC 5TH . S'CPY SWK • S'CE *ALCT • - ASCENT TAP . • Cvr.S:• , P ryP.TYP T: POL E LE •'�'L EASEVE`. P• ' t T v VT *1 • NE 111 •....CCC F ENCE 'KV •.VA Ea VE' WI; • w, F E`,CE 0. ^E \T-A. ANGLE -.a.r . +ACC PE `.CE • ••• CE • C • BS N PENCE Lc •I. 7 . Ex' ST NCI ELE VATO•. • C / ASE EP FEV.CE • W* PSM NO 27/1 �S V= IS O/4 z._ STATE OF FLORIDA DATE OF FIELD G /2_./zoo SURVEY FOR: l 0" ORDER NO 0_3-L5 4 MAP OF BOUNDARY SURVEY..S ` 4 - N° `7 ..P4r1 1 /3 2 55 /0 5 pf/AAt,/ s/-soe s eay aw(a /C) 6 . , r ).dc /00 NS5 °� 23 C t% /3 / i7 GS ,32.35 r3•S A ; Cc� tJG. �G /d ( 9 A/27 *e2 . Qb �c✓ g ra Q U J 0 4 o El/G go 7S I /.. .4 jPN. SIX/ 'r 1 /1 £ 93 sr C .50' /V4./7 g r� , � e BASS OF BEARING SYSTEM WHEN SHOWN R EFEA To.,4,i14 SSri P ke 2ie /-4') 44 Lod e /'c E y 3 s r 6.-/c P43 4 4 TYPE OF SURVEY; BOUNDARY SCALE: 1" = 2 0 5 3 PROPERTY ADDRESS: /Z55A/ 93 SjeELr1 Mi�4-�f� s,�o2 ES SOURCE OF LEGAL DESCRIPTION: c JZ+48zr r i , C .4LVD LEGAL DESCRIPTION LOT 7 GESS u P JEsreAl(4 2S e7 4 /JD I Y d Z&-s s c'.aSrEn 1_ 25 .-E�% BLOCK SUBDIVISION Z3A)/ L vie_ ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE ' .S OF THE PUBLIC RECORDS OF M / --4 42. COUNTY, FLORIDA. 7.273' 1 7 >' c 1/ FLOOD ZONE INFORMATION 1. COMMUNITY NUMBER /eo 52 A • ARC D.S - Aw_E A„ • Ali ".., �D A5�'•1 . ASP.,k• B • 9EAarvO BB • BEAa•.0 SEX • B'.J4 :".G B0 • KEA Ev4.: Su • BE4', vA -x C • C'.PYE CB • CA C. SAS.* CBS • CO".CPE"E 9,CCA CD • Pa AVC 3J""EP Cr • CPC CS"Aw_E C +e . C , aCE. E C.4 • C.CQC BEAR..; :LEAP c. C�'AIy LA,K wE "..:.wC • X..CPE.E CS • COVCPE "E Sk*a 3/ «3— /. / /, /•7 C i c ,J X 40 - /..) / /5 ° /K 2. PANEL NUMB % / L3E j A - ro t�: 04 3 9th/o ; ;Se) e 4 t/CG FU C • ^.A C:.w. ^t," Da +:: FOIE 3 • GEED E • LAS" E.v E•.0 • EVCPCAD -NE Yi E5‘' • EASEVE•.'' E.. • ELEC'PC *AhSFCPVEP °AJ c • cply FC+.. EE • c.`. S.•FD c.0Ca EIEM"rOh c.. • AV•- crD .K.. P•PE Cn %A • J•.D . V. • 'JI+C VA", 6 .^. S F vC. FO.r.. V4 SCSC CD • tO JVC PE :AP CFA. FPAVE F" • FEE' n 9 > , 3 -w'• . w�O'wA• LF • LCWES' F: COP E,5'.47 CV h • EA.E VSE • V'AV SEA LEVEE: VE•S • VEASL;nE3 1,0 7. • VOh'„V E V� AV, • uy.'.NEv ',NE VS • VE' 5.5D h • VCR'.. h;VC • \A'0•.4. 35XE "�C VEP'KA, E VD • VC• PA. A. Y S• VO' • C aB • Of Cr ^+V: PECO.0 KOK C■ • CVf AMV3 „w • CVEP --EA. wsES • Yff' ME *9 . * AEVE'Y' PC • NIT Dr [':.PE 4.DA FRM F �5�9.5 B'cVIA O 'VS LEGENDS DS Not valid without the signature and the original raised seal of a Florida licenced surveyor and mapper. Exarnination of the abstract of tits will have to be made to determine recorded instruments, if any affecting the property. Location and identification of utilities on and/or adjacent to th property were not secured as such information was not reque ' d. Ownership is subject to opinion of t t e. Underground foundation and utilities not Ion _d. The survey depicted here is not covered by professional liability insurance. — f sd fa 0//4 / 27/ CATE: �/30�pa3 CATE: / JOSE A OIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 CATE: CATE 8550 W FLAGLER ST SUITE 114 MIAMI, FL 33144 PH- (305) 267 -9016 /5c)' // / Z /S2 23• 5. FIRM ZONE P' C • P0 CF CCV PO;,vC C. PV'E S 3 • PA3E P[n • MPnAY • P P1 • P.OPEP P'_A • d.AV Pr13 •P0A♦ Cc Oc9E7V.V3 r • P c.EN, V' PEFEPEhCE VGh PS 555 V • PP( ESS4.A, S'..VE A• ES PAC• 5 MCA. Pa • M BE AP,VQ PC . PC•C PE'• PECC.V of • .ES'.ENCE Fr3E . RANDS RV! 5* • 11 OA +wAv PP•R,, LACwC SE : SE =�'7r ,4 1444 2 / HA-A) / / T 134 J 4 • 43V 7N / p Cis C_ t/o /',4 •i 77'/Z ' y / s N SKETCH Scale 1 "= /<1 r5 6. BASE FLOOD ELEVATION S'P 5h SP S' • Sv.X 7 M9 p '4 Vrc wV YY4F 4 SE' AC.1 D'DE 5E' u4£„r6 S0 PO Cw S'C P• S'C E 1Al l' • - ..40E A 'CPC CAL ^ 4r'• POLE ry *1ST *E•C5 net. %or E. w55 FEv0f E vo PE 4CE w< >A ,'.VK q • C.F 86 +:5.1 551 '10 E.Eva ■5C. wOP. 'Evc£ • 'wF D.AVE'1' PSM NO. 79(I OTS Q d /4 L STATE OF FLORIDA DATE OF FIELD Zoo -5 SURVEY FOR: v 9GOE ORDER NO 03 -/-5 Q• 1. COMMUNITY NUMBER /eel ‹."...S2 2. PANEL NUMBER 79 3. SUFFIX v� 4. DATE F F J RM � .�5 ( 95 J1.271y 5. FIRM ZONE .4e. 1 = /y / J 6. BASE FLOOD ELEVATION 7. MAP OF BOUNDARY SURVEY.,S • .\ © /3. /3 ; i .:5";/4-crLt' 5 lay ✓,£ 6 - /c) NB5 °4sa23ItE !o� 6 /o5 / 2 • i ^ -0 1 ; ,5 52.35 45 . CC? t./C.. TG gt- . /255 /30 /V , 29 ° ?2 2o '5' /.✓ ,4 .5oN. /',/M 'T ,S!F q 3 s7 % " o ' /��7 SCALE: 1" _ a / ' BASS CF BEARING SYSTEM WHEN SF -CWN REFER TO' S��,f/_ > NzVUtW /4'J .d Lod G /' G `/'3 S f' g /C I PL 9¢ i- : 3 TYPE CF SURVEY; BOUNDARY PROPERTY ADDRESS: /255 /J5 23 s7",e6 j ■/A-y/ scoot ES / a � - SOURCE OF LEGAL DESCRIPTION: G /z,4 43= 7)4 p c'.4LvD LEGAL DESCRIPTION LOT 7 G ASS �Esre,zt 2S F gE - r . ,q,,lp 17 LG'ss r,asrEra L, z5 • BLOCK SUBDIVISION Z3 Ay L ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOCK 44 AT PAGE G' OF THE PUBLIC RECORDS OF 'y /'`> V of COUNTY, FLORIDA. 5.2) 3' - 7 5' it /may /,s / .era Ca%S as y v.CxJ (4a •ia.) 4 0 d r / // & l J A �i �EE 7v.' A L3'E 7o V4 - sA 1-(4- lZ era-0�.�,cJ/ )7 f c�•�a�r .24 / 4)- 4 4- /T ,.�oz 3 A'} O, - 4 I6 (J s Uz4 e 7 J /. GA c. ✓o ,°A. e 7"7 AJ 's 77 7 /»&e-4 ,tJc,: FU o / c/ / LOOD ZONE INFORMATION t r r,& rtr i est�Tru A • AaC 75'A\CE AC • A.a C:;V:rtC \Ea :A A5o4 • A$P�.•t' 3 • 3EA■ %G Se • 3E4a•,G 3L:G . 9E4 ChG 9 0'0 • 3CL.t E EV • 3.'.c.. NARK • C -aVE C3 • CATC4 EAS :35 • CC\CaE'E 3.CCK S'aL: - Lac :3 • - ...3 AvC 3.1 - Ea c- • .-ca: :5'A C • :: aC.E 3 • C-C : 3EA. Y3 :EAP C.1 _EV'Ea. YE •i w CYAV , hK CE` r. •:C C.E'e CS • :CYcaE'E SLA3 C • E T :P'LL -CYE C'S E •E45' vA Cv E`.C. EwaCA -VEYT ESV • EASEVEYT E'[ • ELE *C 'PAVSaCPA.Ea 'AC aC4 • c ^ ..YC :a t. - ccE, aY $•E: a ELE\A'CV er • °E P•PE • .C--C \A P•C' • cCt.4C •A L £ :5^ �C•an,, \CVL • Cy%0 =E. :A* caA • "AVE . c E E- .. • Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. Examination of the abstract of titre rnll have to be made to determine recorded instruments, if \ any affecting the property. Location and identification of utWtes on and/or adjacent to - - - � - property were not secured as sus information was not re,uested. Ownership is subject to 2 71,1 1 - 4;" 4 / 4- . opinion cf tit e. Underground foundation and utilities not located. The survey depicted here Is PSM NO. nct covered by professional liability insurance. STATE OF FLORIDA JOSE A OIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 CAT_: CATE: CATE: LATE: 9 OWES''L EL F.A: C.. VSL • VEAV 51A Eva VE■S • VEASL.E: VC^, • vC /EY' w, • V(.'• t Y'€ S" . *.E vS • VE V •YCa-• YGVC • \Ai C% 3ECCE'C VEa'CA.:.v' VC • E a ♦a . `.CY :A: AL r5• YOT "C SCAiE -9 • C: CAL PECCPC 30CX C^•' - • CvE a.AYp _w • CvE atiEA, , YPE or' • PAVE EY'T '9 • P'.A 3CCK r • PC. NT 3 CLRATLaE -7 < 85501 FLAGLER ST SUITE 114 MIAMI, FL 33144 PH- (305) 267 -9016 • n • /S z 1' / ? /5o' // P � • .'ic Ca '.,C4PC',.YC C3 PV'E PK h"• •'.'A >+.. atCPCa-. YE PC3 • PC BE-..1%.,••,7. "CC • Y' ^c _C.vv,w EVEYT Pc'v • *3 �.' aEcE.EYCE V•C",•.v PSA• • PPCaE SSCJ.A, S'_'V E•CS e VA PPES A A.:".5 ^c9 • ^ aA AL 9EAP.YG •'Esc E_..a0 ES • aES :'a`.CE AGE • ..A43 E 0.w • a. ^..T ^c v,A+ P s • PA LAC.1c S • FOR: - 5 5 P • SE_ PC■• a' PE Sr • SE . ut & 3 SP 5C' P 5.'• 5 - 3 5vu 5 CE ••LK' • 'A•,CE' - %3 E V' ^hP 'C+" - T ' LE .' EASEVE`.' LP .71 •v PC.E 3 i S 5 . we +ADC ^ ' E'C E vry AA' Ea VE - Ea W F *PE 'E`.:5 J E A•(i1..5 .w.• rvCCc aE`•CE . Ne • • • • CY A Y , "a(' E'.0 E • C1.5 3L= :85 •■■, 9 KcEYCE ,.AV E'EA DATE OF FIELD �/ ', / Zoo SURVEY ORDER NO 23 /--5.5 24 -/o q- MAP OF BOUNDARY SURVEY,.S red 0 ■ io D 2' �_�... /3. 3 55 / 0 5 /`1 /•a H/ 5t-1oe s eay 4"/ OW (a /c Ne5°44.231.6 ,C / /3 /7 G5 . . / 1S r 45 /255 /¢.5 /oo 36 /0•G' /9 ;4 " ///1 'T 20 e5 AS/( 93 S7;' C/L . 50 /Z/% U 0 5 2 075 ■ BASIS OF BEARING SYSTEM WHEN SHOWN REFER TO: 4,4/4 5SeiNg9 1-1CO /4 4 tot / G Th sr f K PD 1 TYPE OF SURVEY; BOUNDARY ■ SCALE: 1". 5 PROPERTY ADDRESS: /Z5S AJ E 1.3 ST•e � �,�, 'o2 E S SOURCE OF LEGAL DESCRIPTION: c /Zss - ,y y c 4LVO LEGAL DESCRIPTION LOT 7 LESS /EsTe/2 25 FEET q ,JD I JT c E LESS E . : / BLOCK SUBDIVISION Z3.4) ( L. tJ.2E ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE Q3 OF THE PUBLIC RECORDS OF A1 / 4, -//- - oA OE COUNTY, FLORIDA. TV A LL3 6 Tc k S e---V& ,q t!, !r O 4.55/6 � s Fv / ri 87� FLOOD ZONE INFORMATION 1 LOCATION SKETCH 1. COMMUNITY NUMBER I 2. PANEL NUMBER /eo ; 52 ` A • A'.0 CS - ANCE AC. ASP C.'sC!TCSEa , AC A SD,., • ASP 8 • BEAR.vG BB • BE A PNG BLDG . BUR CNG B.v0 • BCA AE Elm • BENCH VA FA C • CtAVE CB • CACC.. SASS CBS • CCVCrE'E B.CSA S'a'.Y'LPE C • E:i..PB ANC GU C+• • >C CS'Aw_E CA • ^:POI E C••8 . O••CaC BEAa..,G EAR CA • CEYEP L,.E • C:r . 3)-As L•a(rEsCE CC•• • 3, ;s3PE CS • COVCa E'E 5.83 /1 /A'1 / C ds a - Y (10 C• • CO,A- CC•+. .U' Cat.; c.E GEED C'S' • C•S'AtiCE E • EAST • E.v. E. E 8A' 'Jy ESC • E.NICPC•^wEY ESVT • EASEvEY El. • ELEC:aC "•AC r . rol vC rC r%SC Cal: ••OtE rrE . r S..E 3 r.00a E. EV4'oV rw. c■DE -r 'rwY ES • r ': r PE D PA; • 8 0..'vC VA A CSC r`•C • O.A.0 U S C <C P a. r C;.," a FPA • rrAVE Not valid without the signature and the original raised seal of a Florida licenced surveyor and mapper. Examination of the abstract of title will have to be made to determine recorded instruments, if any affecting the property. Location and identification of utilities on and/or adjacent to th property were not secured as such information was not reque . Ownership is subject to opinion of title. Underground foundation and utilities not to d. The survey depicted here is not covered by professional liability insurance. .Toler A D /HZ PSry 2 7 18 JOSE A OIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 DATE :7 /.3D/2Do� DATE. DATE: DATE: 3. SUF IX I 4.DATE FFRM 7 / - 95 ABBREV IA O NS LEGENDS '. E •:C N•ES' r;00a E.Eti A' Cti S. LANE uS4. ...EA. SEA L EVE'. VEAS • VEAS;:AEC uJv • MO• .-VEY W. • 40 VS • ME'A. S••EC `.vv: • NA CEO - 'C vEa'CA. W„y YG . N_VBEa tia ...C PAC A. S •'.V - TO SCA.E ORB . OrrC.A. PECCPC BOCK Cw • CvE a-A VO 3.•l. CvER;.EA, rv'aE3 a • r KT °AVVT • °AVEVEY °B • P'.A' BOCK P, • PCAn C■°•.e..E 8550 W FLAGLER ST SUITE 114 MIAMI, FL 33144 PH- (305) 267 -9016 FOR: 5. FIRA� O NE 16. BASE FLOOD ELEVATION A' 1 . 6 : Po JE U Cr CCPc c C,AvE PAN . Ma NAY R. • Pt . PAGdEP:Y L tiE P.A • P.AYEa PC.8 • PO".: Or 6EGv..43 POC • 8 O r Cr " PFA.. • PEW...SEr' PEEL aESCE uON.A• E NT PSAA • PPC•ESSOSAl S.Av E'CA • P. R EA AC•L'S PA^ • r.A ^, ai • AA! A. BEAA.43 PE S • P COPO EACE • S �' kW • 4 C< YiAr PP • PAt *C.A S • SC ,:n.• SEC • SE__^ SP SS SP SwF oniF Tµ9 TYO UE uP l.' l w NV a r rr Scale 1 "= Al rs Sr PCS P PE SE' SAL CSC S' A.C S:C Pr SCE N A.RT .NOEY A•.GEY •cwss.uP T.P✓„A: LE%Tr EASEvEY PCkE L ,L A ST wOC ^ r E4CE ■A .0E - Ea WE EENCE CF.:FA. 4 hoDC RE'vCE • «c C >A•. rEKE • Ctr BS NA.: EX 6- Y3 E. E vA'Cry aC� ••3 rEVCE • .wr AVE PSM NO 2 794' 00 4 D /4 z STATE OF FLORIDA DATE OF FIELD /2 /lZ00 SURVEY / i ORDER NO. 23 - /-5-5 Z4 -/O 4 KEY: CHAIN LINK FENCE ii N s W000 FENCE 1 METAL FENCE A — ARC CONC.— CONCRETE At — AVENUE CT.— COURT BLDG.— BUILDING D.M.E. — DRAINAGE AND B.M.— BENCHMARK MAINTENANCE EASEMENT C.— CURVE E.— EAST C.B.— CATCH BASIN ENC.— ENCROACHMENT C.B.S. — CONCCRETE BLOCffiMT.— EASEMENT STRUCTURE F.D.H. — FOUND DRILL HOLE CH. — CHORD F.F.E.— FINISHED FLOOR CH.B.— CHORD BEARING ELEVATION CL— CLEAR F.I.P.— FOUND IRON PIPE CA - CENTER UNE • - DIAMETER MAP OF BOUNDARY SURVEY FI 1/2' 0 (no C 0.50' -� 1.00' (J PORTION OF N) LOT 7 0 '! O O 0 W rr1 F.I.P. 1/2' 0 (no cep) ELEV.— ELEVATION F.N.— FOUND NAIL F.N.D.— FOUND NM. & DISC FT.— FEET LN.— LANE MEAS.— MEASURE MA— MONUMENT UNE MIS— METAL SHED N. — NORTH No.— NUMBER O.R.B.— OFFICIAL RECORDS BOOK +- 13. COMBUSTIBLE TANK 0 13.89' BEARINGS ARE BASED ON AN ASSUMED MERI DI AN CA Of N F. 9Tr1 ST BEARS NR9'99'43'W AS SHOWN IN PUT BOOK j AT PAGE 61 MIAMI — DADE COUNTY, FLORIDA. 9 r r—' 100.36' S85'44'30" \N 17.65' 10'', O.V.H.- OVERHANG O.W.— OVERHEAD N1RES P.B.— PLAT BOOK P.C.— POINT Of CURVATURE P.0.8.— POINT OF BEGINNING P.O.C.— POINT OF COMPOUND CURVE P.C.— PAGE PKWY.— PARKWAY PL— PLACE 2.5 SCALE : 1" = 20' 52.40' INSIDE POOL P.I.P. 1/2' (no cap) 21.70' P.C.P.— PERMANENT CONTROL POINT P.0.C.— POINT OF COMMENCEMENT P.R.M.— PERMANENT REFERENCED MONUMENT R.— RADIUS RAD.— RADIAL RD.— ROAD REC.— RECORD RES. RESIDENCE RGE. RANGE RAY.— RIGHT OF WAY ONE STORY C.B.S. RES. # 1256 N.E. 93rd ST. MIAMI SHORES, FL 33138 100.00' S89'22'45"E n cap) A lr 01 ' CONC.° 2' • .nN 20.85' s.— SOUTH SEC.— SECTION S.I.P.— SET IRON PIPE S.N.D. — SET NAIL. & DISC SWK. SIDEWALK T.— TANGENT TEAR.— TERRACE TWP. TOWNSHIP U.E.— UTILITY EASEMENT W. — WEST W /F.— W000 FENCE A — CENTRAL ANGLE 5.00' 2.5' - 13.08'- •F.IP. 1/2' 0 (no cap) 8 0.50' +- 0.50' O PORTION 0 0 LOT8 PIP, 1/2' 0 (no cap) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITLES NAMED HEREON AND THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. CERTIFIED TO: • ALBERTO JOSE PAPARONI • CONTINENTAL TITLE COMPANY • CHICAGO TITLE • WORLD SAVING, ISAOA, ITS SUCCESSORS, AND /OR ASSIGNS LEGAL DESCRIPTION LOT 7 LESS THE WESTERLY 25 FT & LOT 8 LESS THE EASTERLY 25 FT BLOCK 1 SUBDIVISION BAY LURE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. RES. N' 1255 N.E. 93rd ST. MIAMI SHORES, FL 33138 DATE OF FIELD SURVEY 07/15/02 FLOOD ZONE: AE COMMUNITY No. 120652 PANEL: 093 SUFFIX: J DATE OF FIRM: 7/17/95 BASE FLOOD: 9.00 EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SiCU2EE.) AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. UNDERGROUND FOUNDATION AND UTILITIES NOT LOCATED. FOR: ALBERTO JOSE PAPARONI ORDER No.: 0207 -36 DATE: 07/17/02 LOCATION SKETCH SCALE 1" = 100' 25' N 75 _..- -- - 75.27' ?OkiTIOIY 0 R 0 ON OF L OT LOT $ / REV.: -- 25' iF.LP. n N F.N. N.E. 93rd S 350' i i E. V ENEGA. PROFESSIONAL SURVEYOR AND MAP R No.3106 STATE OF FLORIDA NOT VALID UNLESS SIGNED & EMBOSSED SEAL. CARIBBEAN LAND SURVEYORS, INC. 3742 WEST 12th AVE. HIALEAH, FL 33012 TELEPHONE: (305) 824 -0040 FAX: (305) 824 -0038 E -MAIL: CARIBBEANSURVEY @AOL.COM MAP OF BOUNDARY SURVEYS F,L°v. IV E 0 FF8 0 ri 2OU4 � oa /05 /N /4H/ .53/4-oiLe'S Bey `./l / 16 - 'c ) • 3 6 N4 4' .q 23 - 0 /7:5 P • ,32.35 7 i 1 /255 /¢.5 '� L ��tJEI�- ■ • / 'c ' //r7'ZZ'45'c✓ PKw - /45 ' / e \j 0 /9 ;4 - -5F'N. ,, / / 'r 4/ ' 9 3 S7 %. 5 ' 2A/7 • D /, E.dG BASIS OF BEARING SY5 T EM WHEN S4-1C% REFER TO:4tl4 5S19 kg-we/44).4 Lou G firvc P13 4 TYPE OF SURVEY; BOUNDARY SCALE: v = 5 8 PROPERTY ADDRESS: /255 2 3 5 Mir s,�o S SOURCE OF LEGAL DESCRIPTION: ,c /L,4es77-/ CAL-VD LEGAL DESCRIPTION LOT 7 G6ss ki Es Tea_ L 25 Age% 4,Ja IG T d LESS eAsre72 cy 2 P &-Er BLOCK / SUBDIVISION QA}/ G (/R ACCCRDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4Q AT PAGE ' 0'3 OF THE PUBLIC RECORDS OF M /A'`/ /- - 4 7 A log* COUNTY, FLORIDA. 1. COMMUNITY NUMBER A• APC O.S - AK_E AC : A CCVCR■•EP PA: A5D4 , ASDw ALT 3•3 EAANG B9 • 9EAPNG elJG •et4CAVv 9LVO • BCtt Es. APC B4 • 3E\C• NAPA • C'' -PVE Ca • CA'C.. EAS V CBS • C.'.NCRE-E 9.CCK S'RVC'tRE C3 • C' R9 AVC Cr :-C R::S :.P . C.PC.E C -9 • C c BEAR VG c414 Ut• CEV'ERL%E C.c • C < cEKE CCNC • CC\CRE -E CS • _z .c E "E SL13 P y ' /rr' 7v. ' !S L!3 EZTC:" ✓,Q L Af,4I leis- ' f0,c), / c/T�i�C�.�� /T 134 )e '). <} - /r.s .5rlccE S {1o,� 5 A,i/O O 4.5s/6 ,/) s (/e4 6�T�/ p, ✓o /FA. a 77 v� ,'s 77/7 // ) 4,}Jc-- flJ v, /AJc• FLOOD ZONE INFORMATION LOCATION SKETCH Scale t "= ,I rS 2. PANEL NUMBER C • CCLPT CC •:L' CR'LL '∎CtE • CEEJ C.S • "S'AVCE E • EAST ELY • ELEvA ^ >v EVr • EKRCAC -VEYT ESV' • EASEVEV' E'P • ELE;'RC'PANSPCPJ PAD F • C PC.. • F' S - :Pt c E c E • P'V S�f J F�OCP ELELPCs FY. c .Y ^PAV' g • 1 0_4: PCr■ P.PE 4 . cC Lfi: SA . F VC • FOt•.0 VA L • : S S cVC • cot \C VA l S :5: FP • 'Ct^.O PE•AP FP.* • CPAVE P' .FEE' Not valid without the signature and the original raised seal of a Florida licenced surveyor and mapper. Examination of the atstract of title will have to to made to determine recorded instruments, if any aifecting the property. Location and identification of utilities on and/or adjacent to th properly were nct secured as such information was not reque } d. Ownership is subject to opinion of title. Underground foundation and utilities not to d. T e survey depicted here is nct covered by professional liability insurance. \JO,tg A -13/4 P6 2 e JosfS , 0/42 i 7 2 JOSE A DIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 /y /,s r> / . /--? C •7,5 G' .a y v / (40 -).) 3. SSELX DATE: 9 ~ r 4. DATE - z ABBPEV!Ai QF F R M ONS LEGENDS ..WY • 6 -NAY lF'c • L.,WES' cL OCR ELE"AfC' • LAVE 4$4.. YEA SEA L Eve, VAS • • YEA SLPEJ VU. • VChtvE ■N, • V("L,Ydf. . VS • V VAL sHe: • VCRTA VG VC • VATC■. 3ECCE "C VER'CAL CAT.4 VC • Vt413 ER •• . K V PA C AL S • VCT'C 5C ALE P9 • Or CA4. RECCPC )0C< Cw . CvE Col •CVt 1- '.W'RES P.P.: WY :AAA' • PAVEVEVT P9 • P',.,A 3CC< PC • PC./T c' CL RA'LRE TE: ?J47 '3 CATE: / /e2A a 4 CATE: /0 8550 W FL`,GLER ST SUITE 114 MIAMI, FL 33144 PH- (305) 267 -9016 /S2 t j• 5. FIRM ZO NE PC: • PC A•T ,^.F :CMPr`1„hC C..PVE PO • P►7E P(W'Y . FAP *NAY Pt • AC E PPCPCR'Y L\E P'-A • P.-AV' E P PG9•P•J.V'CF SE; K.vG PCC, PC ' CF „VVEV.EVEV' Pc4 . PEP4A'.E'' PE'E PEKE LC. Pa $ E S ■ V' il • PPC , ESS CNL 3,.0v F .CR VAPPER R •PA:4 ,. PA • PA:. Al .3. RAJ A. 3EAP..`•0 PC . PCAJ PE: •PECCPC PG • .ES C J € KE AW • R.! RR . PA L.CA.^. S • SC SE: • SE C'C7V P S M NO 2 / 1, ? c72.s & 4 0 /4z_ STATE OF FLORIDA DATE OF FIELD Z00 SURVEY FOR: 1�9G0 5 ORDER NO. Z3 —/ ?_4 —/O 6. BASE FLOOD ELEVATION 7' sP. sc .P0. P. PE 5'• =SE” \Atb SC 5P • S= PEEVEET PCPO. STY • S'O PY Sh< • SCE AALKT • - AVGE\' T • - AVC E V' T'nv . - CWNS•^P TYR •r CAL LE •'.71. TI EASEVEV' LP t'Y PcA. E W•.4 $T Ws • WOCC'EKE W4, he EP VE - EP WPP • W. PE'ENCE AK4 • • • :N RE ',K C E E • CLF r :8S.'ALL . EX 5: Vo E' E:AT ClY •?G•. +vrc<'EKE • 'W AA•E -EP L DEMOLITION WALL LEGEND EXISTING BUILDING ELEMENT TO REMAING EXISTING BUILDING ELEMENT TO BE REMOVED DEMOLITION NOTES 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING WORK 2 -G.C, IS RESPONSABLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB 3- G.C, IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION 4 - IN THE EVENT THAT ANY DISCREPANCES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR 10 PROCEEDING WITH THE WORK 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF 6- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULATION WITHING 7- G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES,OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL 8- G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT PAY OCCUR DUE TO THE SCOPE OF WORK. 9- G.C, IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT, 10- G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMENCING WO[K. -GAL DESCRIPTIO\ LOT 7 LESS WLY 25 FT & LOT 8 LESS ELY 25 FT BLOCK 1 OF 1 BY LURE SUB. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 44 AT PAGE -63 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA GARAGE TO REMAIN A RELOCATE A/C PROVIDE NEW OPENING TO ACOMODATE NEW DOOR BLOCK UP DOOR OPENING 0 0 0 0 0 � _ w 1 J PRO IDE NEW OPENING P, EMOVE AND RPLACE K ITCHEN CABINNETS AND FIXTURES KITCHEN TO REMAIN DINING TO REMAIN 0 0 0 o Ip SCALE: 1/4" = 1' -0" 11 POOL TO REMAIN IXST\C FLOOR PLAN LIVING TO REMAIN F.FLOOR ELEV. =0' -0" ELEV. =5.72 FT NGVD BLOCK UP i DOOR OPENING 1 NOTE : REPLACE EXTERIOR WINDOWS AND DOORS AS SHOWN IN PLANS REMOVE AND REPLACE BATHROOM'S FIXTURES BATH W.I.C. TO REMAIN BEDROOM 2 TO REMAIN MASTER BEDROOM TO REMAIN JI 0 1, REVISIONI 2. REVISION2 3. REVISION3 4, REVISION4 DOOR SCH -D„ L NO LOCATION BASE SIZE CEILING TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 GARAGE 2' -8" 6' -8" 1 3/4" METAL BATH BUMPER WOOD GYP, BRD, 2 FAMILY 6' -0" 6' -8" FRENCH ALUMINUM /GLASS WOOD W /SIDELITES 3 FAMILY 8' -0" 6' -8" SLIDING ALUMINUM /GLASS WOOD 4 CLOSET 2' -0" 6' -8" 1 3/8' BI —FOLD MASONITE WOOD 4 CLOSET 2' -6" 6' -8" 1 3/8' BI —FOLD MASONITE WOOD ROOv FI \ISH SC- -DUCE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS MASTER BATH TILE TILE GYP. BRD. GYP. BRD. KITCHEN TILE — GYP.BRD GYP. BRD. BATH TILE TILE GYP, BRD, GYP. BRD, SH 22 GARAGE TO REMAIN SELF C •SER DOOR SH 23 SH 24 0 0 SH 24 CAT—II SAFETY GLASS PROVIDE NEW i PAC T FCM VELUX SKYLIGHT L (8' -5" CEILING ) KITCHEN TO REMAIN 0 0 CAT —II SAFETY GLASS DINING TO REMAIN (8' -5" CEILING ) t ,$ ) BOT, OF DROP CEILING ELEV. = 7' -5" SH 24 MEAN OF ESCAPE NOTE: PROVIDE NEW IMPACT FCM VELUX SKYLIGHT POOL TO REMAIN SH 24 FAMILY TO REMAIN (8' -5" CEILING ) GROUND FLOOR PLAN PROVIDE NEW IMPACT FCM VELUX SKYLIGHT I I L SCALE: 1/4" = 1' -0" EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET BOT. OF DROP CEILING ELEV. =7' -5" LIVING TO REMAIN (8' -5" CEILING ) F.FLOOR ` ELEV. =0' -0" ELEV. =5.72 FT NGVD ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED 2SH 35 J Q CAT —II SAFETY GLASS NOTE: SH 24 SH 24 SH 23 (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN HALL (8' -5" CEI1_ING ) BOT. OF DROP CEILING ELEV. =7' -5" L. I INEW A /C SOIL TO BE TERMITE TREATED AS B BEDROOM 2 TO RMAIN (8' -5" ) 2 SH 23 MASTER BEDROOM TO REMAIN (8' -5" CEILING ) — Z ( gv 1'I F PUS-. y�h= 1 SH 24 1a I ER SECTION 2913.5 SH 22 SH 24 EGRESS SH 24 SH 24 1/2" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. 2 SH 24 EGRESS Tl ONE (1) LAYER 1/2" THK, GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS © 7" O.C. 2 X 6 WD. BACKING FOR CAB. BACKIING INTERIOR PARTITION 3 -5/8" METAL STUDS © 16" O.C. (TYP.) FLOOR NOT TO SCALE TYPICAL INTERIOR PARTITION 2 X 4 WD. BACKING AT BOT. OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES ROOF METAL HEADER 3 5/8 " -22GA. STUDS © 16" O.C. METAL STUDS © 24 "O.C. METAL BRACING 5' —O" A,F.F. METAL RUNNER CEILING c WALL C AU% E T n COUNTERTO r P WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing_ walls, exterior walls and non — bearing partitions supporfing wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm) on center or, not less than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cabinet. BURGLARY INTRUSION NOTES 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY —IN— THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR, THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN, THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7, SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES — STANDARD 297.1. 9, VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES — STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM THE INSIDE OF THE CLOSET 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY 3" x 3" 26 GA .GALV. METAL DRIP LAPPED 6" AND NAILED 4 "C. C. OVER 1"X2" P.T. WD. NAILER CONT. TOP OF BEAM 8' -5" 2 "X8" WD. FASCIA W/2-16D NAILS EA. MEMBER LIGHT TEXTURE STUCCO ON METAL LATH 4 "XCONT" SCREEN VENT LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS GROUND FL. FIN. N EL. +0' -0" II Mwmls M NO MN WM MI C IINI • MB MR NB NM MB C C In NM NM C MI C MI MI MN C C C C C NIP ER • C . . ., NM Me MN IIMI MO C MI NM MI MI In 3' -0" 11 11111 11111 11111 I II I III ) I - 111 SCALE EXISTING TILE ROOF EXIST. STRUCTURAL R BATT INSULATION (R =30) I i 11111►11►i 111111111 in 1/2" GYPSUM BOARD ON 1"x3" OR METAL HI -HAT FURRINGS AT 24" O.C. 1 "X4" P.T. WD. FIRE STOP HURRICANE STRAP .(EXIST.) EXIST.8 "X12" CONC.BEAM SPRAYED INSULATION (R =5) 1"X4" P.T. WD, FIRE STOP 1/2" GYPSUM BOARD ON 1 "X2" WOOD FURRINGS AT 24" O.C. 1"X2" P,T. WOOD NAILER CONT. (TYP) 4" WOOD BASE BOARD (SEE FINISH SCHEDULE) TYPICAL WALL SECTIO\ EXIST. 4" CONCRETE SLAB ON WELL COMPACTED FILL MOISTURE BARRIER EXIST. FOOTING 3/4" = 1' -0" OOF T. OF T. BM. ELEV. =8' -5" F.F ELEV. = -0' -0" _._••■ HIM MIMI ig lu T. OF T. BM. ELEV. =8' -5" F. F ELEV. = -0' -0" 2 SH 23 —50.4 +46.46 - - -p■ ■S __.. 11 1 111 �� ■MI ••••� —.� = IN I N = I ■■M■��■r■+ �� .I _ —62.21 +46,46 SH 24 TILE ROOF SH 23 46.46 SH 33 —50.4 + 46.46 SH 24 —50.4 +46.46 SCALE: L L TILE ROO SH1 24 —62.21 +4F6.46 SH 22 —50.4 +46.46 SIDE ELEVATION 1/4" = 1' -0" I ��T� +41.34 TrIF SIDE ELEVATION ] TICE ROOF L 1 1 11 11 1T—Ti 117T II 1171 _I 1 i T 11 11 Ihl I'T 11 SH 24 —62.21 +46.46 L 2 SH 24 —62.21 +46,46 SH 23 — 50.4 +46.46 SCALE: 1/4" = 1' -0" FRONT ELEVATION ■ MIN • ■1M MIMES 1•u.■•1. MO IN M■ 11110• _- SCALE: 1/4" = 1' -0" TILE ROOF 1 REAR ELEVATION SCALE; 1/4" = 1' -0" 11 1 1 1 11 1 1 1 EXISTING 1 1 \114;'' t SH 24 I1 mum. ■ ■ L - _ MN 1. .. -- • 1 • Ns . _ i.awm. 11 ■10 • Emu u1m • I10 ■ .-- Ir � _ TIE L ROOF if 1 1 17 11 ll II l �1 1 l l 11 I 11 11 11 -52,76 +41.34 1111 ■■ ■■ ■EM ■ ■ • mum 1 mon mom In own TILE ROOF - -r— T —62.21 +46.46 2SH 35 +42.92 GLASS 111 EXISTING T. OF T. BM. ELEV. =8' -5" F.F ELEV. = -0' -0" 7 i 1 I EGRESS SH 24 —62,21 +46.46 SH 22 +46.46 SH 24 —62.21 +46.46 1 1 SH 24 —62.21 +46.46 T. OF T. BM. ELEV. =8' -5" F. F ELEV. = -0' -0" :if; l Lam_ Cl N. (n u) N try 1 Q .- (O c o o Ljj - L o ^ � / � 00 0 — � g �� o z 1 cn z n (f) � # PRODUCT CODE JOIST SIZE DIMENSIONS TOTAL FASTENERS DESIGN LOADS (LBS) (16 -d) A B H W V HEADER JOIST 100% UPLIFT 1 UH- 210/212 2 "X12" 3" 1' 91/415/8" 33/4" 16 5 2320 900 ROOF TRUSSES SUPERIMPOSED LOADS DEAD, TOP CHORD 15 P,S.F, DEAD, BOTTOM CHORD 10 P.S.F. LIVE 30 P.S.F. BASIC WIND PRESSURE, qz 39.37 P.S.F. V =146 MPH h= 15' EXP. "C" 1= 1.0 " Z " STRIP = 3' -0" TRUSSES L< 17.3' GIRDER AND TRUSSES 17.3' NET WIND UPLIFT, ZONE 1 -32.5 P.S.F. -28.6 P,S.F. NET WIND UPLIFT, ZONE 2 3 -79.8 P.S.F. -52.2 P.S.F. OVERHANGS & TERRACE -135.7 P,S.F, -88,4 P.S.F. 2. DESIGN CRITERA: A. ROOF LOADS: LIVE LOAD 20 PSF DEAD LOAD 15 PSF(© ROOF) 10 PSF (© CEILING) B. FLOOR LOADS: LIVE LOAD 40 PSF SUPERIMPOSED DEAD LOAD 15 PSF GENERAL STRUCTURAL NOTES 1. CODES: ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2002 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. C. WIND LOADS: IN ACCORDANCE WITH ASCE 7 -98 [BUILDING CATEGORY 1; 146 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.0]. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. NET WIND UPLIFT ON TRUSSES: SEE ROOF PLAN 3. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT 0' -0" 4, DIMENSIONS AND CONDITIONS: ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY, IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER, 5. METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 6. PROTECTION OF EXISTING CONSTRUCTION: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY, 7. CONSTRUCTION LOADS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS, 8. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 9. CONSTRUCTION OBSERVATIONS: THE CONTRACTOR SHALL OBTAIN APPROVAL INSPECTIONS OF ALL STRUCTURAL COMPONENTS (REINFORCEMENT PRIOR TO CASTING) FROM BOTH THE CITY INSPECTOR AND THE ENSPECTING ENGINEER /ARCHITECT PRIOR TO CONTINUING WITH WORK. ANY STRUCTURAL ITEM NOT APPROVED BY BOTH MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. B. REVIEW AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 11. EXISTING SOILS: A. THE ENGINEER HAS OBSERVED THE NEAR - SURFACE SOILS ON THIS SITE. THEY CONSIST OF A THIN LAYER OF TOP SOIL OVER LOOSE TO MEDIUM -DENSE SAND AND LIMEROCK, B. WITH THE SOILS PREPARATION DESCRIBED BELOW, THESE SOILS ARE EXPECTED TO PRVIDE ALLOWABLE SOIL BEARING CAPACITY IN EXCESS OF 2,000 PSF, 12. SOILS PREPARATION & ALLOWABLE BEARING: A. ALL AREAS OF NEW CONSTRUCTION SHALL BE STRIPPED OF EXISTING CONSTRUCTION TO BE REMOVED, PLANT, TOP SOIL AND OTHER DELETERIOUS MATERIAL. WHERE REQUIRED, THE EXISTING SOIL SHALL BE EXCAVATED TO THE BOTTOM OF PROPOSED SLAB OR FOOTING ELEVATION. THE CONTRACTOR SHALL VISUALLY INSPECT THE ENTIRE BUILDING AREA. IF SOILS DIFFERENT FROM THOSE INDICATED ABOVE ARE ENCOUNTERED, NOTIFY ENGINEER FOR DIRECTION. THE ENTIRE AREA, PLUS A THREE. FOOT PERIMETER, SHALL BE THOROUGHLY COMPACTED BY AT LEAST TEN OVERLAPPING PASSES IN PERPENDICULAR DIRECTIONS OF A VIBRATORY COMPACTOR TO ACHIEVE A MINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH AASHTO -180C OR ASTM D1557. IF FOOTINGS ARE EXCAVATED AFTER BUILDING AREA COMPACTION, THEN ALL FOOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO MINIMUM OF 95% OF MAXIMUM DENSITY USING A HAND OPERATED VIBRATORY PLATE COMPACTOR. EXISTING CONSTRUCTION SHALL BE CONTINUOUSLY MONITORED DURING SOIL COMPACTION. IF CRACKING OR OTHER SIGNS OF SETTLEMENT OCCUR, CEASE SOIL COMPACTION AND CONTACT ENGINEER. WHERE REQUIRED, CRUSHED LIMEROCK FILL (NO ROCKS GREATER THAN 2 INCHES) SHALL BE PLACED. EXCAVATED MATERIAL MAY BE USED IF FREE OF ORGANIC, MUCK OR OTHER DELETERIOUS MATERIALS. FILL SHALL BE PLACED IN MAXIMUM TWELVE -INCH LIFTS. EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY, B. ALL LAYERS OF EXISTING SOILS AND FILL SHALL BE TESTED FOR DENSITY, SUBMIT TEST REPORTS TO THE ENGINEER, C. ALL SOIL PREPARATION WORK SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER, WHO SHALL ISSUE A STATEMENT OF COMPLIANCE AFTER COMPLETION OF THE SOILS PREPARATION. D. WITH THE SOILS PREPARATION DESCRIBED ABOVE, THE ALLOWABLE SOIL BEARING CAPACITY IS EXPECTED TO BE AT LEAST 2,000 PSF. 13. POLYETHYLENE SHEET: POLYETHYLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUM 6 MIL. THICK, ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO -INCH WIDE VINYL TAPE. 14. CONCRETE (CAST -IN- PLACE): A, STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL CONCRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF .3000 PSI AT 28 DAYS, SLUMP SHALL BE 4" (+1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. CONCRETE FOR AREAS WHICH WILL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE 3% TO 5% ENTRAINED AIR. C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIRED BY SECTION 2505,2 OF THE SOUTH FLORIDA BUILDING CODE. SUBMIT TEST REPORTS TO THE ENGINEER. D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING. E. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR TPE STRENGTH OF THE STRUCTURE. F. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETE COVER OVER REINFORCEMENT: 1, 3- INCHES WHERE CAST AGAINST EARTH. 2. 1-1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW -CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. I. ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE, GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL, VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 15. CONCRETE MASONRY WORK: A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90, "STAND- ARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ". C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M ", WITH A MINIMUM AVERAGE STRENGTH OF 2500 PSI. D. CONCRETE MASONRY STRENGTH, f' m, SHALL BE A MINIMUM OF 1500 PSI. E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA- METER LAP SPLICES, PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN FILLED SOLID WITH GROUT. F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -99 AND ACI 530.1 -99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT- FILLED CELLS GROUT SHALL CONFORM TO ASTM C476. SLUMP SHALL BE BETWEEN 8" AND 1 1 ", G. ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD NO. 8 LADDER -TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCHES INTO TIE COLUMNS. H. LINTELS: ANY C.M,U WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" CONCRETE LINTELS (CAST -IN- PLACE, PRECAST OR U- BLOCK) WITH 2 #5 BOTTOM. EXTEND REINFORCEM4NT MINIMUM 6" PAST OPENING AND CAST IN GROUT. LINTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. 1. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -B WITH 2 #5 AT MID -DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN IN GROUT. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. 16. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500, GRADE B. 2, ALL OTHER STRUCTURAL STEEL: ASTM A36, 3. ANCHOR BOLTS: ASTM A307. 4. ALL OTHER BOLTS: ASTM A325. B. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDING 2, AWS D1 -1, E -70 SERIES ELECTRODES. C. CONNECTIONS: ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST - INHIBITIVE PRIMER. SHALL BE TOUCHED UP AFTER ERECTION. M BLOCK) OR MASONRY AND CAST PRIMER 17. STRUCTURAL LUMBER: A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE NO. 2 (ALLOWABLE FB = 1200 PSI) OR EQUAL. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 18, PREFABRICATED WOOD TRUSSES AND GIRDERS: TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND TH IR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE F.B.C. fOR THE LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA- REGISTERED ENGINEE COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF- RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF- RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY, 19, PLYWOOD ROOF SHEATHING: A, PLYWOOD ROOF SHEATHING SHALL BE 5/8 ", EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 8d RING SHANK NAILS NAIL SPACING; SHALL BE SIX - INCHES ON CENTER AT ALL SUPPORTS. 20. 1 X 6 TONGUE- AND - GROOVE SHEATHING: 1 x 6 TONGUE- AND - GROOVE SHEATHING SHALL BE NOMINAL 1 x 6 TONGUE- AND - GROOVE BOARDS. BUTT JOINT SHALL OCCUR OVER RAFTERS AND SHALL BE STAGGERED. EACH BOARD SHALL BE NAILED TO EACH RAFTER WITH (2) 8d NAILS ALL TONGUES SHALL BE FULLY SEATED IN GROOVES. GRADE OF BOARDS SHALL BE AS SELECTED BY ARCHITECT FOR ACCEPTABLE APPEARANCE, 21, FASTENERS: A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWING. B. ALL FASTENERS, INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC. SHA GALVANIZED (U.O.N.). 22, PLYWOOD FLOOR SHEATHING: A, USE 3/4" PLYWOOD FLOOR SHEATHING WITH 48/24 SPAN RATING. B. ALL EDGES OF PLYWOOD PANELS SHALL BE CONTINUOUSLY SUPPORTED BY SUB - JOISTS. C. LAY PLYWOOD PANELS CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO THE JOISTS. END JOINTS SHALL OCCUR AT CENTER OF JOIST WITH BOTH PANELS FASTENED TO JOIST. END JOINTS SHALL BE STAGGERED. HOLD EDGES OF PANELS 1/2" AWAY FROM MASONRY WALLS. D. FASTEN PLYWOOD SUBFLOOR PANELS TO SUPPORTING JOISTS AND SUB - JOISTS WITH 10d COMMON NAILS AT 4" 0.C. MAXIMUM AT ALL SUPPORTS & 2" 0.C. ALONG THE EXTERIOR WALLS. 23. PLYWOOD UNDERLAYMENT: A. PLYWOOD UNDERLAYMENT SHALL BE 1/4" THICK, APA UNDERLAYMENT QUALITY. B. LAY PANELS SMOOTH SIDE UP WITH FACE GRAIN PERPENDICULAR TO JOISTS, UNDERLAYMENT PANEL JOINTS SHALL BE OFFSET AT LEAST TWO INCHES FROM SUBFLOOR PANEL JOINTS. C. FASTEN UNDERLAYMENT PANELS TO SUBFLOOR USING 3d X 1 -1/4" RING -SHANK NAILS AT 3" O.C. ALONG PANEL EDGES (3/8" FROM EDGE) AND AT 6" 0.0. IN EACH DIRECTION THROUGHOUT REMAINDER OF PANEL. SPACE NAILS SO THAT THEY DO NOT OCCUR AT JOISTS. BE 2' -0" P V R _LU DE h SK' EW 'LIGH NOT 1 N PA 1 \) - TYF N0 E CT r EXI XIST CM E2 0 3T. INC BEAM JOIS DE SK 2X EW LIGH NOTE 1: CON WC P V C, OD ROV :LU 2 MPF T CT 0 12" Fa D ' RC JEL S IDE XS NOT NEW <YLIC E 1: 0 IMPACT HT FCV 0 NOTE 1: vovo t-g . 6 to j 1 PROVIDE 2X12 WOOD JOIST BOTH SIDES - VELUX SKYLIGHT W/ 5/8" SCREWS 0 1 6" STAGGERED 5' -9" N OTE �� •J `' USE UH -46 HANGER BY "USP" W(10 ) 20d NAILS INTO LEDGER Sc (3) 20d NAILS INTO JOIST MDCPA 00- 0822.01 DADE COUNTY APPROVAL N# 00- 0822.01 2' -0" 5' -9,. 2' - O" 1O' -0" ROOF FRi \' \G PLA\ J 3' -0" O O O 0 0 120 /24ov_ L E C TR I C P A\ E � � A ) 1PH,3W 200 AMPS. MCB SURFACE MTD. CIRCUIT FUNCTION VOLTS C/B TRIP ROMEX LOAD C- 1,3 STRIP HEATER /BLOWER #1 (10.0 KW) 240 2P -60 #6 10000 C- 2,4 A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) C- 5,7 WATER HEATER 240 2P -30 #10 5500 C- 6,8 DRYER 240 2P -30 #10 5000 C- 9,11 COOK TOP 240 2P -40 #8 6000 C -10 REFRIGERATOR 120 1P -20 #12 1500 C -12 DISHWASHER 120 1 1P -20 #12 1200 C -13 WASHER 120 1P -20 #12 1500 C -15 G,F,I. OUTLETS BATHROOMS 120 1P -20 #12 1500 C- 16,17,18 SMALL APPLIANCES 120 1P -20 #12 —45-0-0 C -19,21 OVEN / MICROWAVE 240 2P -40 #8 6000 C- 22 -36 LIGHT & RECEPT. 120 1P -15 # 7110 C -37,39 POOL PUMP 240 2P -30 #10 1900 C -38 SPRINKLER TIMER 120 1P -20 #12 1900 C- 40,42 SPACES FLOOR AREA = 2370 S.F.O 3 WATTS = 7239 TOTAL LOAD = 53610 GENERAL ELECTRICAL NOTES ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM :N TIRE HABITABLE AREAS. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE FLOOD ELEVATION. WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ", FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER, COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A,F.F. UNLESS OTHERWISE NOTED. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE. ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL ELECTRICAL EQUIPMENT MUST BE U,L. APPROVED. ALL CIRCUITS WHO FEENDING ALL MONOFASICS OUTLET OF 125V & 15A & 20A , INSTALL IN ALL HOUSE, SHOULD BE PROTECTED W/ INTERRUPTOR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 J - BOX 5 DONW LIGHTS {� HALO WALL WASH 50WR30 • SPOT WALL WASH 14 WALL SCONCE Q HALO H -2303 75W, SUFACE CAN W/ DUPLEX BAFLLE 0 0 ELECTRICAL LEDGEN ICI 44 0 0 oI I 1--' 3" DOWN LIGHTS CEILING FIXTURE VAPOR LIGTH SINGLE POLE DIMMER SWITCH TRIPLE POLE SWITCH (DIMER) DUPLEX OUTLET DUPLEX OUTLET GFI CABLE OUTLET TELEPHONE OUTLET J -BOX FLOOR DUPLEX OUTLET EXHAUST FAN MIN,5 MINUTES - R. SMOKE DETECTOR ELECTRICAL OUTLET I C� 1 FLUORESCENT LIGTH ELECTRICAL PANEL ELECT. DISCONNECTOR c ELECTRICAL METER W/ MAIN DICONN. C- 6, C -13 8 G T C -18 EXIST. EXI 'T. FAMILY TO REMAIN (8' -5" CEILING ) _1) C -15 CFI (8' -5" CEILING ) W.I.C. TO REMAIN C -25 C-25 HALL (8' -5" CEILING BEDROOM 2 TO REMAIN (8 -5" CEILING ) MASTER BEDROOM TO REMAIN (8' -5" CEILING ) ARAGE 0 REMAIN ELECTRICAL LOAD CALCULATIONS CONNECT LOAD LESS A/C 10 KW © 100% 33.6 REST @ 40% A/C OHTNG 100% DEMAND LOAD EXIST. PANEL A 1 - 1 - j GF! ( 8' -5 -1 KI T C -25 C-18 EXIST. (53.6 -10) 43.6 10.0 KW = 13.50 KW • 10.0 KW 33.50/240 = 140 C -17 C -16 6 GFI GFI C -25 C -t C -16 C -17 1 GFI GFI GFI � A C -18 EXIST. C -23 CEILING CHEN REMAI ) C -25 DINING TO REMAIN (8' -5" CEILING ) C -18 EXIST AMPS. C -24 C- 9,11 - 19,21 POOL TO REMAIN C -25 REVISION1 2. REVIS1ON2 3. REVISION3 4, REVISION4 i. C -23 C -24 C -25 \EW EL LIVING TO REMAIN (8' -5" CEILING ) C -22 C -24 EXIST. 2, 3" TO F.P.& L TRANSFORMER PRIOR TO INSTALLATION GE ROUGH ELECTrtiC WIr■ING CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION, ADEQUATM SEt2WIC4 CAPACITY MUST Of. tMit MONO , SUBJECT TO ELECTRICAL INSPECTION. ECTRICAL FLOOR PEA\ KITCHEN OR BATHROOM LIGHT n- SMOKE DETECTOR @ LINE SIDE OF SWITCH --4 SWITCH LEG SWITCH 0 0 SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT, OF ANY A/C GRILL. SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED 1 # 2 (CU) -1/2" (AS PER N.E.C.) 1 200 A,DISC.BRKR RISER DIAGRAM (EXISTING) - 2,4 120 V PHASE CONDUCTOR 3 # 4/0 THWN (CU) IN 2" CONDUIT S S PNL A CWP (METAL) GROUND ELECTRODE TO FOUNDATION REBAR 7 O O O 7 1'D 'vn a ,„ W z `� — U ° ' E ° ICI z n - Z 0> U � L) ix) 0 0 SPLIT SYSTEM SCHEDULE UNIT NO. 1 TOTAL CAPACITY BTU /HR 41000 SENS CAPACITY BTU /HR 29300 CFM SUPPLY 1400 CFM 0 /AIR - HEATER KW 10 ESP -IN WG. 0.30 TEMP. AIR ENT. COIL DB /WB 80/76 C.U. FLA 19.3 VOLTAGE 1 -60 -240 MANUFACTURER RHEEM COIL MODEL RCHA48A1 AHU MODEL RBHA21J11NUGAI C.U. MODEL RAMB042JAZ SEER /EER 12.4 LIQUID /SUCTION SIZE -IN 3/8 "- 3/4" HVAC DESIGN REQUIRES:' ! YES NO DUCT SMOKE DETECTOR HP \/ FIRE DAMPER(S) DIMENSIONS WxLxH IN.) ✓ SMOKE DAMPER(S) TOILFAN ✓ FIRE RATED ENCLOSURE 1/90 ✓ FIRE RATED ROOF CEILING ASSEMBLY 10 x 10 x 6 ✓ FIRE STOPPING 0 ✓ SMOKE CONTROL ✓ FAN SCHEDULE FAN # MANUFACTURER AND MODEL NO. RPM HP CFM p" g p ELECT. SERVICE VOLTS /PH /Hz DIMENSIONS WxLxH IN.) WEIGHT LBS. REMARKS TOILFAN NUTONE QT -80 1500 1/90 70 Q 1/8" 115/1/60 10 x 10 x 6 6 GRILLE, DUCT DAMPER & ROOF CAP 26 MSG,1 1/2" W GALV. STRAPS 48 "C /C & EVERY ELBOW W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING PROVIDE A MIN. OF 4" SPACE WHERE MECHANICAL COMPONENTS TO ASSURE ADECUATE ACCESS FOR CONSTRUCTION & CLEANING FULL LOUVERED DOOR R /A 3/4 "O PVC CONDENSATE DRAIN W /3" TRAP & UNIO WOOD AHU SUPPORT (SELF- STANDING) CONDENSING UNIT PROVIDE CAP OFF W/ 1/4" PERFORATED FOR VENT DRAIN PAN W /WET DETECTOR TO CONTROL OVERFLOW BY SHUTTING DOWN THE UNIT o WHEN ACTIVATED REFRIGERANT LINES IN 4 "N PVC SLEEVE TO COND. UNIT CONCRETE BASE W /6X6 -10/10 WWM UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS NTS CO \D \SI \G U \IT CELING DUCT SUPPORT DETAIL AHU ELEVATI O\ LIQUID LINE W/0 INSULATION IN 4" PVC SCH. 40 v SCHEV POWER & CONTROL CONNECTIONS 2" CONDENSATE DRAIN TO OUTSIDE E FASTENED INSIDE C.0 TO SLAB W/ 4 -1/4 DIAM X 1 - 1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S OU \TI \G DETAIL -6 FLEXIBLE DUCTS > N ONE INCH THK " WIDE IBERGLASS SADDLES PROVIDE 1 # 5 BAR ALL AROUND SLAB / A/C DISC. 4 " 4 "N SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING SUCTION LINE W/ 1 1/2" NRMAFLEX INSULATION & VAPOR BARRIER 4 " MIN METAL SEAT (SEE ELEV.) J ROOF STRUCTURE SEE ARCHITECTURAL TYPICAL A/C PEA\ NTS 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) , 4" 4" MIN 4" DRYER VENT TO ROOF (SEE DETAIL) J T v SCALE TYPICAL ROOF CAP DE AIL A DRYER AND /OR TOILET EXH. NTS 1/4 " =1' -0" PROVIDE W /P, CAP LOW B.D.D. AT TOP FOR DRY NO SCREEN FOR BATHR PROVIDE INSECT SCREEN ARAGE 0 REMAIN E.F. EXHAUST FAN CEILING DIFFUSER FLEXIBLE DUCT RIGID DUCT LEGEND TQ THERMOSTAT ECHA \ICAL PLA\ PROFILE R. OM EXHAUST FAN HANGING BRACKET (ADJUSTABLE) T 10X10 CD 250 CFM 8' -5" CEILING )�-- KITCHEN TO REMAIN 10X10 CD 100 CFM x 10X10 CD 150 CFM DINING TO REMAIN (8' -5" CEILING ) x 0 0 0 0 4 DIAM, EXHAUST DUCT STEEL HANGER WIRE TYPICAL CEILING CABINET EXHAUST FAN W/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION FRONT FACE GRILLE W/ FASTENING SCREENS POOL TO REMAIN FAMILY TO REMAIN (8' -5" CEILING x �I� 10X10 CD W 250 CFM 10X10 CD 250 CFM LIVING TO REMAIN (8' -5" CEILING ) AIR CONDITIONING SYSTEM -- GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" & "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT, DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD, N0.90A AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2, COORDINATE LOCATIONS,SIZES Sc OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS,SPLITTERS Sc DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED,LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE COOLING —78 DB 91 DB — 78 DB HEATING — 72 DB 45 DB RELATIVE HUMIDITY 50% TO 60% 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC, SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT, 5, A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR,U,O,N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION,DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. 8. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED.ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA, MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13, CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCREENED 12X20 8X8 CD 50 CFM —5" CEILI BATH x MASTER BEDROOM TO REMAIN (8' -5" CEILING ) 8' 5" CEILING ) TO REMAIN FL 00 HALL (8' -5" CEILIN EF -1 WT 4" TO ROO VENT. EF -1 WITH 4" TO ROOF VENT. N► RAG O N LI N CD CFM T 10X10 CD 150 CFM BEDROOM 2 TO REMAIN (8' -5" CEILING ) 10X10 Co 1 R OX 10 _ 150 CFM G FOR 1 1'; X12 RANSFER C 2. REVISION2 3. REVISION3 4. REVISION4 2" COND,DRAIN v 6 ABOVE GRADE — REF,LINES DOWN IN GALV, TROUGH TO C.0 (TYPI CAt) (0 CU -1 TRUSSES ( F y- �� - -� 0 CLASS 1, R -6 FIBERGLASS DUCT 26 MSG,1 1/2" W GALV. STRAPS 48 "C /C & EVERY ELBOW W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING PROVIDE A MIN. OF 4" SPACE WHERE MECHANICAL COMPONENTS TO ASSURE ADECUATE ACCESS FOR CONSTRUCTION & CLEANING FULL LOUVERED DOOR R /A 3/4 "O PVC CONDENSATE DRAIN W /3" TRAP & UNIO WOOD AHU SUPPORT (SELF- STANDING) CONDENSING UNIT PROVIDE CAP OFF W/ 1/4" PERFORATED FOR VENT DRAIN PAN W /WET DETECTOR TO CONTROL OVERFLOW BY SHUTTING DOWN THE UNIT o WHEN ACTIVATED REFRIGERANT LINES IN 4 "N PVC SLEEVE TO COND. UNIT CONCRETE BASE W /6X6 -10/10 WWM UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS NTS CO \D \SI \G U \IT CELING DUCT SUPPORT DETAIL AHU ELEVATI O\ LIQUID LINE W/0 INSULATION IN 4" PVC SCH. 40 v SCHEV POWER & CONTROL CONNECTIONS 2" CONDENSATE DRAIN TO OUTSIDE E FASTENED INSIDE C.0 TO SLAB W/ 4 -1/4 DIAM X 1 - 1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S OU \TI \G DETAIL -6 FLEXIBLE DUCTS > N ONE INCH THK " WIDE IBERGLASS SADDLES PROVIDE 1 # 5 BAR ALL AROUND SLAB / A/C DISC. 4 " 4 "N SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING SUCTION LINE W/ 1 1/2" NRMAFLEX INSULATION & VAPOR BARRIER 4 " MIN METAL SEAT (SEE ELEV.) J ROOF STRUCTURE SEE ARCHITECTURAL TYPICAL A/C PEA\ NTS 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) , 4" 4" MIN 4" DRYER VENT TO ROOF (SEE DETAIL) J T v SCALE TYPICAL ROOF CAP DE AIL A DRYER AND /OR TOILET EXH. NTS 1/4 " =1' -0" PROVIDE W /P, CAP LOW B.D.D. AT TOP FOR DRY NO SCREEN FOR BATHR PROVIDE INSECT SCREEN ARAGE 0 REMAIN E.F. EXHAUST FAN CEILING DIFFUSER FLEXIBLE DUCT RIGID DUCT LEGEND TQ THERMOSTAT ECHA \ICAL PLA\ PROFILE R. OM EXHAUST FAN HANGING BRACKET (ADJUSTABLE) T 10X10 CD 250 CFM 8' -5" CEILING )�-- KITCHEN TO REMAIN 10X10 CD 100 CFM x 10X10 CD 150 CFM DINING TO REMAIN (8' -5" CEILING ) x 0 0 0 0 4 DIAM, EXHAUST DUCT STEEL HANGER WIRE TYPICAL CEILING CABINET EXHAUST FAN W/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION FRONT FACE GRILLE W/ FASTENING SCREENS POOL TO REMAIN FAMILY TO REMAIN (8' -5" CEILING x �I� 10X10 CD W 250 CFM 10X10 CD 250 CFM LIVING TO REMAIN (8' -5" CEILING ) AIR CONDITIONING SYSTEM -- GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" & "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT, DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD, N0.90A AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2, COORDINATE LOCATIONS,SIZES Sc OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS,SPLITTERS Sc DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED,LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE COOLING —78 DB 91 DB — 78 DB HEATING — 72 DB 45 DB RELATIVE HUMIDITY 50% TO 60% 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC, SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT, 5, A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR,U,O,N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION,DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. 8. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED.ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA, MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13, CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCREENED 12X20 8X8 CD 50 CFM —5" CEILI BATH x MASTER BEDROOM TO REMAIN (8' -5" CEILING ) 8' 5" CEILING ) TO REMAIN FL 00 HALL (8' -5" CEILIN EF -1 WT 4" TO ROO VENT. EF -1 WITH 4" TO ROOF VENT. N► RAG O N LI N CD CFM T 10X10 CD 150 CFM BEDROOM 2 TO REMAIN (8' -5" CEILING ) 10X10 Co 1 R OX 10 _ 150 CFM G FOR 1 1'; X12 RANSFER C 2. REVISION2 3. REVISION3 4. REVISION4 2" COND,DRAIN v 6 ABOVE GRADE — REF,LINES DOWN IN GALV, TROUGH TO C.0 (TYPI CAt) (0 CU -1 FORM 600A -2001 FLORIDA EN EFFICIENCY CODE FOR BOIL ING CONSTRUCTION Florida epartment of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: 5. 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family Number of Bedrooms Is this a worst case? Conditioned floor area (13 PREPARED BY: / DATE: C 2 ufc) REV TP PAPARONI'S H • USE 1255 NE 93 STREET MIAMI SHORES, FL 331 8- South 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint'other SIIGC - single pane d. "fint'other SIIGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N A c. N A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. Frame, Steel, Adjacent d. N'A e. NA 10. Ceiling types a. Under Attic R =30.0 2540.0 ft b. N'A c. N'A 11. Ducts a. Sup: Unc. Ret: Unc. Ali: Not In Attic Sup. R =..2, 80.0 11 b. N A DATE: e, - a__ c) I hereby certify that this building, as design compliance with the FI rida nergy Code/ OWNER/AGENT: / New Si gle family 1 _ 2 No 2540 ft 386.8 11 0.0 11 0.0 ft 0.0 11 R =0.0, 63.0(p) 6 R =5.0 R =5. R =11 1720.0 11 168 136.0 ft b. NA c. NA 14. liot water systems a. Electric Resistance b. N A Glass /Floor Area: 0.15 Total as -built points: 32114 Total base points: 35673 I hereby certify that the plans and specific tions covered oy this calculation are in compliance with the Florida Energy Code. Ener is in yGauge® (Version: FLRCPB v3.22) Builder: Permitting Office: Permit Number: Jurisdiction Number: 12. Cooling systems a. Central Unit Cap: 41.0 kl3tu hr SEER: 12.40 b. N'A c. N A 13. Heating systems a. Electric Strip Cap: 29.8 kBtuhr COP: 1.00 _ c. Conservation credits (HR -Heat recovery, Solar DIIP-Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, IIF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) BUILDING OFFICIAL: DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. Cap: 55.0 gallons EF: 0.89 I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point. .18 2540.0 2.36 1079.0 Single, Clear N 3.0 8.0 100.8 4.91 0.99 488.2 Single, Clear N 3.0 4.0 9.0 4.91 0.97 43.0 Single, Clear N 3.0 4.0 27.0 4.91 0.97 128.9 Single, Clear E 3.0 8.0 45.0 3.76 1.03 174.7 Single, Clear E 3.0 5.0 24.0 3.76 1.06 95.5 Single, Clear E 3.0 3.0 6.0 3.76 1.11 25.0 Single, Clear E 3.0 4.0 36.0 3.76 1.08 145.8 Single, Clear S 3.0 5.0 48.0 3.55 1.18 201.5 Single, Clear S 7.0 6.0 40.0 3.55 1.37 194.4 Single, Clear S 7.0 8.0 24.0 3.55 1.30 110.5 Single, Clear W 3.0 5.0 12.0 4.47 1.01 54.3 Single, Clear W 3.0 4.0 9.0 4.47 1.02 41.0 Single, Clear N 3.0 4.0 6.0 4.91 0.97 28.7 As -Built Total: 386.8 1731.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 304.0 0.50 1 Concrete, Int Insul, Exterior 5.0 1720.0 0.90 1548.0 Exterior 1720.0 0.60 1 32.0 Concrete, Int Insul, Adjacent 5.0 168.0 0.40 67.2 Frame, Steel, Adjacent 11.0 136.0 0.80 108.8 Base Total: 2024.0 1 84.0 As -Built Total: 2024.0 1724.0 A DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.8 1.30 24.4 Exterior Wood 42.0 2.80 117.6 Exterior 42.0 1.80 75.6 Adjacent Insulated 18.8 1.30 24.4 Base Total: 60.8 100.0 As -Built Total: 60.8 142.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2540.0 0.10 54.0 Under Attic 30.0 2540.0 0.10 X 1.00 254.0 Base Total: 2540.0 254.0 As -Built Total: 2540.0 254.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 263.0(p) -2.1 52.3 Slab -On -Grade Edge Insulation 0.0 263.0(p -2.10 -552.3 Raised 0.0 0.00 0.0 Base Total: 452.3 As -Built Total: 263.0 _ -552.3 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1255 NE 93 STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB x/3.22 )Yy) ct FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1255 NE 93 STREET, MI0I SHORES, FL, 33138- BASE INFILTRATION Area X BWPM = Point Total Winter X System = Heating Points Multiplier Point 1912.3 0.6274 1199.8 Ail 2540.0 -0.06 -152 4 Winter Base Points: 1912. AS -BUILT Area X WPM = Points 2540.0 -0.06 -152.4 Winter As -Built Points: 3146.8 Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 3146.8 1.000 (1.097 x 1.137 x 1 00) 1.000 1.000 3923.9 3146.8 1.00 1.247 1.000 1.000 3923.9 EnergyGauge' DCA Form 600A -2001 EnergyGaugeO FIaRES'2001 FLRCPB v3.22 PERMIT #: SUMMER Residential Whole BL CALCULATIONS ilding Performance Method A - Details ADDRESS: 1255 NE 93 STREET, MIAM SHORES, FL, 33138- PERMIT #: BASE AS -BUILT — 4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2540.0 18.79 47726.6 2540.0 18.79 47726.6 Summer Base Points: 69703.3 Summer As -Built Points: 68471.1 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 68471.1 1.000 (1.071 x 1.165 x 1.00) 0 275 1 .000 23504.9 68471.1 1.00 1.248 0.275 1.000 23504.9 69703.3 0.4266 29735.4 FORM 600A -2001 EnergyGauge DCA Form 600A -2001 EnergyGauge®,'FIaRES'2001 FLRCPB v3.22 FORM 6OOA -2001 EnergyGauge® DCA Form 600A -2001 nergyGauge®. FIaRES'2001 FLRCPB v3 22 SUM Residential Whole ER CALCULATIONS uilding Performance Method A - Details ADDRESS: 1255 NE 93 STREET, MI+ SHORES, FL, 33138- PERMIT #: BASE AS -BUILT 1 GLASS TYPES 1 .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len 1 Hgt Area X SPM X SOF = Points .18 2540.0 32.50 14859.0 Single, Clear N 3.0 8.0 100.8 33.94 0.89 3029.0 Single, Clear N 3.0 4.0 9.0 33.94 0.76 233 7 Single, Clear N 3.0 4.0 27.0 33.94 0.76 701 0 Single, Clear E 3.0 8.0 45.0 73.03 0.83 2715.6 Single, Clear E 3.0 5.0 24.0 73 03 0.68 1192.9 Single, Clear E 3.0 3.0 6.0 73.03 0.53 233.5 Single, Clear E 3.0 4.0 36.0 73.03 0.61 1602.6 Single, Clear S 3.0 5.0 48.0 62.19 0.62 1858 7 Single, Clear S 7.0 6.0 40.0 62.19 0.50 1233 4 Single, Clear S 7.0 8.0 24.0 62.19 0.54 807.5 - Single, Clear W 3.0 5.0 12.0 65 53 0.70 546.7 Single, Clear W 3.0 4.0 9.0 65.53 0.63 372.3 j Single, Clear N 3.0 4.0 6.0 33 94 0.76 155.8 As -Built Total: 386.8 14682.6 1 I WALL TYPES Area X BSPM = Points 1 Type R -Value Area X SPM = Points Adjacent 304.0 1.00 3040 Concrete, Int Insul, Exterior 5.0 1720.0 2.00 3440.0 - . Exterior 1720.0 2.70 46440 Concrete, Int Insul, Adjacent 5.0 168.0 1.10 184.8 Frame, Steel, Adjacent 11.0 136.0 1.60 217.6 Base Total: 2024.0 4948 0 As -Built Total: 2024.0 3842.41 , DOOR TYPES Area X BSPM = Points Type Area X SPM = Points - I Adjacent 18.8 2.60 48 Exterior Wood 42 0 9.40 394.8 Exterior 42.0 6.40 2688 Adjacent Insulated 18.8 2.60 48 9 Base Total: 60.8 317 As -Built Total: 60.8 443.7 1 CEILING TYPES Area X BSPM = Poi4 Type R -Value Area X SPM X SCM = Points I Under Attic 2540.0 2.80 7112 0 Under Attic 30.0 2540.0 2 77 X 1.00 7035.8 Base Total: 2540.0 7112 0 As -Built Total: 2540.0 7035.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points I Slab 263.0(p) -20.0 - 52600 Slab -On -Grade Edge Insulation 0.0 263.0(p -20.00 - 5260.0 Raised 0.0 0.00 010 Base Total: -5260 0 As -Built Total: 263.0 - 5260.0 FORM 6OOA -2001 EnergyGauge® DCA Form 600A -2001 nergyGauge®. FIaRES'2001 FLRCPB v3 22 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole B' ilding Performance Method A - Details PERMIT #: I ADDRESS: 1255 NE 93 STREET, MIAry I SHORES, FL, 33138- BASE WATER HEATING Number of X Multiplier = Total Bedrooms 2 2369.00 4738.0 AS -BUILT Tank EF Number of X Tank X Multiplier X Credit Total Volume Bedrooms Ratio Multiplier 55.0 0.89 2 1 00 2342 38 1 00 4684.8 4684.8 As -Built Total: CODE BASE Cooling + Heating + Hot Wate Points Points Points 29735 1200 4738 COMPLIANCE STATUS 35673 1 AS -BUILT = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points EnergyGauge DCA Form 600A -2001 23505 3924 4685 32114 PASS EnergyGauge6 FIaRES'2001 FLRCPB v3 22 r Code Residential Whole B ompliance Checklist Tiding Performance Method A - Details I ADDRESS: 1255 NE 93 STREET, MIAIV}I SHORES, FL, 33138- PERMIT #: GA -21 INFILTRATION - -- REDUCTION COM LIANCE CHECKLIST - -- - - - - -- CHECK SECTION 606.1.ABC.1.1 REQUIREMENTS Maximum: FOR EACH PRACTICE .3 cfmisq.ft. window area, .5 cfmisq.ft. door area COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls 606 .1. ABC. 1.2.1 606 .1. ABC. 1.2.2 606.1.ABC.1.2 3 Caulk, foyndation pe EXCEPTION: fr qm, P EXCEPTION: to Bgtween s agic installed gasket, weatherstrip or seal between: windows -doors & frames, surrounding wall, & wall sole or sill plate, joints between exterior wall panels at comers; utility p petrations; between wall panels & top.. bottom plates; between walls and floor. Frame walls where a continuous infiltration barrier is installed that extends and is sealed to, the foundation to the top plate. netrationsiopenings >1/8" sealed unless backed by truss or joint members. Frame floors where a continuous infiltration barrier is installed that is sealed — — Floors i the perimeter, penetrations and seams walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, ffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is that is sealed at the perimeter, at penetrations and seams. Ceilings Recessed Lighting Fixtures 606 .1. ABC. 1.2.4 T s c pe IC rated with no penetrations, sealed: or Type IC or non -IC rated, installed inside a aled box with 1/2' clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from nditioned space, tested. between floors. Houses 606.1.ABC.1_2.5 606.1.ABC.1.3 r barrier on perimeter of floor cavity haust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, Multi -story Additional Infiltration reqts ,=ORM 600A -2001 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) EQUIREMENTS COMPONENTS SECTION Water Heaters 612.1 4omply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit reaker (electric) or cutoff (qas) must beprovided. External or built -in heat trap required Swimming Pools & Spas 612.1 pas & heated pools must have covers (except solar heated). Non - commercial pools c have a pump timer. Gas spa & pool heaters must have a minimum thermal I of 78 %. Shower heads 612.1 ( Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. ucts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 eparate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 feilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. ( Common ceiling & floors R -11. EnergyGauge'" DCA Form 600A -2001 EnergyGauge®rFlaRES'2 FLRCPB v3 22 CHECK ENERGY PERFORMANCE LEVEL (EPL) DIS PLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.4 The higher ttie score, the more efficient the home. IIIMIIIIIMINIIIIIIM1711■1111■11.11111111111111111■1•11 , 1255 NE 93 STREET, MIAMI SHORES, FL, 33138- l Nevc construction or existing 2. Single family or multi - fancily ?. Number of units. if multi - family i. Number of Bedrooms Is this a worst case° 6 Conditioned floor area 111=1 7. Glass area & ty pe a Clear - single pane b. Clear - double pane c. Tint other SHGC - single pane J. Tint other SI IGC - double pane 8 Floor t} pes a Slab -On -Grade Edge Insulation b. N A c. N A 9, Wall types a. Concrete. Int Instil. Exterior h. Concrete. Int Instil. Adjacent c. Frame. Steel. ; \diacent d. N A e N A 1U. Ceiling types a Under Attic b. N A c NA 11. Ducts a. Sup: Unc, Ret: Unc. A11: Not In Attic Sup. R =6.2 b. N A Builder Signature: Address of New Home: Nea 12, Cooling systems Singl famil■ a. Central Unit Cap: 41.0 k13tu hr SEER: 12.40 2 b. N A No 540 1t= c. N A 386.811' 0.0 f3= 0.0 ft= 0.0 ft= R =0.0. 26: 0( p1 ft R =5.0. 1 ?20.0 R =5.0. 168.0 ft= _ R =l 1.0. 136.0 tt= R= 30.0.2`_40.011= 80.0 ft Date. 13. 1leating systems a. Electric Strip b. N A c. NA 14. Hot water systems a. Electric Resistance b. N A c. Conservation credits (HR -Heat recovery. Solar DHP- Dedicated heat pump 15, HVAC credits (CF- Ceiling fan. CV -Cross ventilation. 11F -Whole house fan. PT- Programmable Thermostat. ML- C- Multizone cooling. ML- H- Multizone heating.) I certify that this home has complied w ith the Florid Energy Efficiency Code For Building Construction through the above energy saying featu es which will be installed (or exceeded) in this home before final inspection. Otherwise. a n w EPL Display Card will be completed based on installed Code compliant features. City /FL Zip: Cap: 29.8 kBtu hr COP: 1.00 Cap: 55.0 gallons EE: 0.89 *NOTE: The home's estimated energy performance score is only available through the 1.7_1 RE'S computer program. This is not a Building Energy Rating. If tour score v 80 or greater (or 86 1br a ('S ER 1 DOE Energy.S designation). your home may qualift ,f)r energy efficiency mortgage e (11 (1) incentit e.c if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge hotline at 321 638- 149_�or see the Enervt Gauge trek site at ti' /edu for information and a list of certified Raters. For information about Florida's Energy Fff ciencv Code For Building Construction, contact the Department of Connunity.1ffairs at 5 5 4.57 - 1.524. Encrg} auger (Version: FLRCPB v3.22) Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating Toad calculation 32033 Btuh Total cooling Toad calculation 40350 Btuh Submitted heating capacity 29800 Btuh Submitted cooling capacity 41000 Btuh Submitted as % of calculated 93.0 % Submitted as % of calculated 101.6 °io Residential System Sizing Calculation Summary 1255 NE 93 STREET MIAMI SHORES, FL 33138- Winter Heating Load (for 2540 sqft Load component Window total Wall total Door total Ceiling total Floor total Infiltration Subtotal Duct loss TOTAL HEAT LOSS 387 2024 61 2540 263 303 sqft sqft sqft sqft ft cfm Load 8896 6408 621 2032 4892 7658 30508 1525 32033 Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btu h Summer Cooling Load (for 2540 sqft Load component Window total Wall total Door total Ceiling total Floor total Infiltration Internal gain Subtotal(sensible) Duct gain Total sensible gain Latent gain(infiltration) Latent gain(internal) Total latent gain TOTAL HEAT GAIN 387 sqft 2024 sqft 61 sqft 2540 sqft 284 cfm Load 9591 4146 636 3556 0 4680 3000 25609 2561 28170 10800 1380 12180 40350 Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btu h Btuh Btuh Btuh Btuh Btu h Btu h Project Title: REV TP PAPARONI'S HOUSE WINTER CALCULATIONS EnergyGauge® FLRCPB v3 22 IC•1 i J4't, • , loo• st SUMMER CALCULATIONS 6 %, Lalart fl, rali 31. Code Only Professional Version Climate: South 1)31/03 EnergyGauge System Szing based on ACCA Manual J. PREPARED BY, DATE Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1, Clear, Metal, 1.00 N 100.8 23.0 2318 Btuh 1, Clear, Metal, 1.00 N 9.0 23.0 207 Btuh 1, Clear, Metal, 1.00 N 27.0 23.0 621 Btuh 1, Clear, Metal, 1.00 E 45.0 23.0 1035 Btuh 1, Clear, Metal, 1.00 E 24.0 23.0 552 Btuh 1, Clear, Metal, 1.00 E 6.0 23.0 138 Btuh 1, Clear, Metal, 1.00 E 36.0 23.0 828 Btuh CO 1, Clear, Metal, 1.00 S 48.0 23.0 1104 Btuh 1, Clear, Metal, 1.00 S 40.0 23.0 920 Btuh 1, Clear, Metal, 1.00 S 24.0 23.0 552 Btuh 1, Clear, Metal, 1.00 W 12.0 23.0 276 Btuh 1, Clear, Metal, 1.00 W 9.0 23.0 207 Btuh 1, Clear, Metal, 1.00 N 6.0 23.0 138 Btuh Window Total 387 8896 Btuh CA 03 I- N M Type R -Value Area X HTM= Load Concrete - Exterior 5.0 1720 3.3 5676 Btuh Concrete - Adjacent 5.0 168 2.9 487 Btuh Frame - Adjacent 11.0 136 1.8 245 Btuh Wall Total 2024 6408 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 42 10.6 444 Btuh 2 Insulated - Adjac 19 9.4 177 Btuh Door Total 61 621 Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2540 0.8 2032 Btuh Ceiling Total 2540 2032Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 263.0 ft(p) 18.6 4892 Btuh Floor Total 263 4892 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 22860(sgft) 153 3863 Btuh Mechanical 150 3795 Btuh Infiltration Total 303 7658 Btuh 1255 NE 93 STREET MIAMI SHORES, FL 33138- System Sizing Calculations - Winter Residential Load - Component Details Project Title: REV TP PAPARONI'S HOUSE Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F EnergyGauge® FLRCPB v3 22 Code Only Professional Version Climate: South 1/31/03 Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 30508 Btuh 1525 Btuh 32033 Btuh Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 1255 NE 93 STREET REV TP PAPARONI'S HOUSE MIAMI SHORES, FL 33138- 1/31/03 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 22 Code Only Professional Versior Climate: South Window Type Panes /U /InSh:'ExSh Ornt Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.00, B, N N CO v v CO ID CO V" LO CO CO ID Nr "Zr CO CO CO CO CO CO CO CO N r CO CO CO 100.8 0.0 100.8 18 18 1814 Btuh 2 1, Clear, 1.00, B, N N 9.0 0.0 9.0 18 18 162 Btuh 3 1, Clear, 1.00, B. N N 27.0 0.0 27.0 18 18 486 Btuh 4 1, Clear, 1.00, B, N E 45.0 8.0 37.0 18 52 2067 Btuh 5 1, Clear, 1.00, B, N E 24.0 11.7 12.3 18 52 850 Btuh 6 1, Clear, 1.00, B, N E 6.0 4.8 1.2 18 52 150 Btuh 7 1, Clear. 1.00, B, N E 36.0 22.4 13.6 18 52 1110 Btuh 8 1, Clear, 1.00, B, N S 48.0 48.0 0.0 18 28 864 Btuh 9 1, Clear, 1.00, B, N S 40.0 40.0 0.0 18 28 720 Btuh 10 1, Clear, 1.00, B, N S 24.0 24.0 0.0 18 28 432 Btuh 11 1, Clear, 1.00, B, N W 12.0 3.3 8.7 18 52 512 Btuh 12 1, Clear, 1.00, B, N W 9.0 4.5 4.5 18 52 316 Btuh 13 1, Clear, 1.00, B, N N 6.0 0.0 6.0 18 18 108 Btuh Window Total 387 9591 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 1720.0 2.2 3784 Btuh 2 Concrete - Adjacent 5.0 168.0 1.1 185 Btuh 3 Frame - Adjacent 11.0 136.0 1 3 177 Btuh Wall Total 2024.0 4146 Btuh Doors Type Area HTM Load 1 Wood - Exter 42.0 10.4 437 Btuh 2 Insulated - Adjac 18.8 10.6 199 Btuh Door Total 60.8 636 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 30.0 2540.0 1.4 3556 Btuh Ceiling Total 2540.0 3556 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 263.0 ft(p) 0.0 0 Btuh Floor Total 263.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 22860 133.6 2205 Btuh Mechanical 150 2475 Btuh Infiltration Total 284 4680 Btuh System Sizing Calculations - Summer Resider 3d - Component Details Project Title: REV TP PAPARONI'S HOUSE 1255 NE 93 STREET MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F EnergyGauge' FLRCPB v3 22 Code Only Professional Version Climate: South 1/31/03 Internal gain Occupants 6 Btuh /occupant X 300 + Appliance 1200 Load 3000 Btuh 1255 NE 93 STREET MIAMI SHORES, FL 33138- Manual J Summer Calculations Residential Load - Component Details (continued) only Project Title: professional Version REV TP PAPARONI'S HOUSE Climate: South 1131103 Subtotal 25609 Btuh Duct gain(using duct multiplier of 0.10) 2561 Btuh Total sensible gain 28170 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 10800 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOT GAIP� 40350 Btuh Key vVndow types (SHGC - Spading coefficient cif glass as $H GC numerical value or as clear or tint) (U - Window U -F actor or ' D E F' for defau (InSh - Interior shading crevice: none(N), 31tnds1DaperieskB) or Roller Shades(R)) (ExSh • Exterior shading device none(N) or numerical value) (Ornt - compass orientation) 300R SCH -3UL_- NO. LOCATION BASE EI E CEILING TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGG HT THICK 1 GARAGE 2' -8" 6' -8" 1 3/4" METAL - -B- TH BUMPER WOOD GYP. BRD. 2 FAMILY 6' -0" 6' -8" TILE FRENCH ALUMINUM /GLASS GYP. BRD. WOOD W /SIDELITES 3 FAMILY 8' -0" 6' -8" SLIDING ALUMINUM /GLASS WOOD 4 CLOSET 2' -0" 6' -8" 1 3/8' BI -FOLD MASONITE WOOD �„5 ---- CLOSET 2' -6" 6' -8" 1 3/8' BI -FOLD MASONITE 6 UTILITY 2' -8" 6' -8" 1 3/8' PRE -HUNG MASONITE WCCD 7 / CLOSET 6' -O" 6' -8" 1 3/8' BI -FOLD MASONITE WOOD R 3OV EMS- SC- E3, L_E ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS MASTER BATH TILE TILE GYP. BRD. GYP. BRD. KITCHEN TILE - GYP.BRD GYP. BRD. - -B- TH TILE TILE GYP. BRD. GYP -BfR0. UTILITY TILE TILE GYP. BRD. GYP. BRD. EXIST. BATH O SH 22 • PROVIDE 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD APPLIEF VERTICALLY OR HORIZONTALLY ON 2 X4' METAL ST NAILED WITH 6D COOLER NAILS 7" O.C. WITH END JOINTS ON NAILING MEMBERS. PROVIDE R -11 BATT INSULATION SEE TYP. DET. 2 E1 1 5KCONT. DETAIL 3 NOT TO SCALE PROPOSED UTILITY GARAGE TO REMAIN OLDIER 14' -0" 2" SAND ON 6" LIMER COMPACTED FILL ,1 5/8" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. ONE (1) LAYER 5/8" THK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS © 7" O.C. CONC. SLAB BRICK PAVERS vI II II IL!- m:- 11 =11:= 11=11= 11:=11 1 mie IIIf =1f= 11= 11= 11= 11 =11= 11-11 =11= it :n=ii : n:=: n:= :n:1:n =n =:n= i ° :n:��:n: u � EXIST. ROOF SELF C •SER DOOR DS SH 23 SH 24 0 2' -0" 0 0 SH 24 METAL HEADER v 3 5/8" -22GA. STUDS © 16" O.C. METAL STUDS ©24 "O.C. METAL BRACING © f= 5'-0" A.F.F. METAL RUNNER PO R -11 WALL INSULATION O CAT -II SAFETY GLASS PROVIDE NEW VELUX SKYLI T (8' -5" CEILING ) KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) NOT TO SCALE PACT FCM O PRO'` D P RS WALK SEE DE v ELEV. =7' - 5" SH 24 28' -7" SH 24 TYPICAL INTERIOR PARTITION " EXISTING CONC. SLAB L_1 0 L. -9 " PROVIDE NEW IMPACT FCM VELUX S YLIGHT POOL TO REMAIN BOT. OF DROP CEILING 1' —Q GROUND FLOOR PLAN O CAT -II SAFETY GLASS FAMILY TO REMAIN (8' -5" CEILING ) 9'-O" SCALE: 1/4" = 1' -0" PROVID NEW IMPACT FCM VELUX KYLIGHT LIVING TO REMAIN (8' -5" CEILING ) 2'- 1'- BOT. OF DROP CEILING ELEV. =7' -5" F. FLOOR ELEV. =0' -0" ELEV. =5.72 FT NGVD 2SH 35 1, O CAT -II SAFETY GLASS 0 N, SH 24 MEAN OF ESCAPE NOTE: SH 23 (8' -5" CEILING ) BATH (8' -5" CEILING ) W.I.C. TO REMAIN 11' -3" 1 HALL (8' -5" CEILING ) BOT. OF DROP CEILING ELEV. =7' -5" O I NEW A /C I d" n L- 1= SH 24 0 -Z BEDROOM 2 TO REMAIN (8' -5" CEILING; ) ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED NOTE: SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 2 SH 23 MASTER BEDROOM TO REMAIN (8' -5" CEILING ) SH 24 SH 22 SH 24 EGRESS SH 24 SH 24 1/2" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. 2 SH 24 EGRESS ONE (1) LAYER 1 /2" THK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS © 7" O.C. 2 X 6 WD. BACKING FOR CAB. BACKIING FLOOR 2 X 4 WD. BACKING AT BOT, OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES INTERIOR PARTITION 3 -5/8" METAL STUDS © 16" O.C. (TYP.) METAL HEADER 3 5/8" -22GA. STUDS © 16" O.C. METAL STUDS © 24 "O.C. METAL BRACING © 5' -0" A.F.F. METAL RUNNER ( 1 )TYPICAL INTERIOR PARTITION NOT TO SCALE CEILING WALL CAM ET X COUNTERTO r P WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporting wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm) on center or, not less than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cabinet. BURGLARY INTRUSION NOTES 1 ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 297.1. 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM THE INSIDE OF THE CLOSET 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY (i) I 7 0 0 0 co LJ Q $ w O U 0� / � F— L] C( 0> UCH 1 REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 iF A2 T CN LC) t o C it (� C" CD CD CD ( 0 120/240V >> >> 200 AMPS. MCB 1 PH,3W F F C TR C P A\ E A SURFACE MTD. CIRCUIT FUNCTION VOLTS C/B TIRIP ROMEX LOAD C- 1,3 STRIP HEATER /BLOWER #1 (10.0 KW) 240 2P -60 #6 10000 C- 2,4 A/C # 1 CONDENSING UNIT 240 2P -4-0 #8 (4000) C- 5,7 WATER HEATER 240 2P -30 #10 5500 C- 6,8 DRYER 240 2P -330 #10 5000 C- 9,11 COOKTOP 240 2P -4-0 #8 6000 C -10 REFRIGERATOR 120 1P -2(0 #12 1500 C -12 DISHWASHER 120 1P -2I0 #12 1200 C -13 WASHER 120 1P -20 #12 1500 C -15 G.F.I. OUTLETS BATHROOMS 120 1P -20 #12 1500 C- 16,17,18 SMALL APPLIANCES 120 1P -20 #12 4500 C -19,21 OVEN / MICROWAVE 240 2P -40 #8 6000 C- 22 -36 LIGHT & RECEPT. 120 1P -1,5 #14 7110 C -37,39 POOL PUMP 240 2P -30 #10 1900 C -38 SPRINKLER TIMER 120 1P -210 #12 1900 C- 40,42 SPACES FLOOR AREA = 2370 S.F.® 3 WATTS = 7239 TOTAL LOAD = 53610 ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE FLOOD ELEVATION. WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS OTHERWISE NOTED. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE. ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. ALL CIRCUITS WHO FEENDING ALL MONOFASICS OUTLET OF 125V & 15A & 20A , INSTALL IN ALL HOUSE, SHOULD BE PROTECTED W/ INTERRUPTOR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 } J - BOX 0 5" DONW LIGHTS HALO WALL WASH 50WR30 SPOT WALL WASH WALL SCONCE GENERAL ELECTRICAL NOTES 0 n • ELECTRICAL LEDGEN D HALO H -2303 75W. SUFACE CAN W/ DUPLEX BAFLLE 3" DOWN LIGHTS CEILING FIXTURE VAPOR LIGTH SINGLE POLE DIMMER SWITCH TRIPLE POLE SWITCH (DIMER) DUPLEX OUTLET DUPLEX OUTLET GEl CABLE OUTLET TELEPHONE OUTLET J -BOX FLOOR DUPLEX OUTLET EXHAUST FAN MIN.5 MINUTES - R. SMOKE DETECTOR ELECTRICAL OUTLET I 0 1 FLUORESCENT LIGTH ELECTRICAL PANEL ELECT. DISCONNECTOR ELECTRICAL METER W/ MAIN DICONN. C -13 C- 5,7 PROPOSED UTILITY mm ❖.❖.a❖.•!•_a•_ r Am _ _•_o _!_fie_ _ _w_.. r_ _ m_ a_•_•_•i _!_•_ _ _•_•_•a_•_ ❖ ❖_m FAMILY TO REMAIN (8' -5" CEILING ) (8' -5" CEILING ) W.I.C. TO REMAIN BEDROOM 2 TO REMAIN (8' -5" CEILING ) MASTER BEDROOM TO REMAIN (8' -5" CEILING ) GARAGE TO REMAIN ELECTRICAL LOAD CALCULATIONS CONNECT LOAD LESS A/C 10 KW © 100% 33.6 REST © 40% A/C OHTNG 100% DEMAND LOAD EXIST. PANEL A C -18 EXIST. 4 4 C -17 C -16 6 GFI GFI GFI (8' -5 —12 KI T C -25 C -17 C -16 C -17 GFI GFI GFI C -18 EXIST. C -18 EXIST. (53.6 -10) 43.6 KW 10.0 KW • 13.50 KW • 10.0 KW • 33.50/240 = 140 AMPS. C -25 C -23 /\ v I CEILING CHEN REMAI ) DINING TO REMAIN (8' -5" CEILING ) EXIST. C -10 IE -. C - 25 C - 16 GFI of C -17 C -18 EXIST. 9,11 C- 25 C -23 C -25 LIVING TO REMAIN (8' -5" CEILING ) EXIST. KITCHEN OR BATHROOM LIGHT - DETECTOR OO- SMOKE DETECTOINE SIDE OF SWITCH 3" TO F.P.& L TRANSFORMER EW ELECTRICAL FLOOR PL_A\ SWITCH LEG - 2,4 SWITCH 020 SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT. OF ANY A/C GRILL. SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED 1 # 2 (CU) -1/2" (AS PER N.E.C.) RISER DIAGRAM (EXISTING) PHASE CONDUCTOR __1200 A.DISC,BRKR 3 # 4/0 THWN (CU) IN 2" CONDUIT SS 120 V PNL A CWP (METAL) GROUND ELECTRODE TO FOUNDATION REBAR SPLIT SYSTEM SCHEDULE UNIT NO. 1 TOTAL CAPACITY BTU /HR 41000 SENS CAPACITY BTU /HR 29300 CFM SUPPLY 1400 CFM 0 /AIR - HEATER KW 10 ESP -IN WG. 0.30 TEMP. AIR ENT. COIL DB /WB 80/76 C.U. FLA 19.3 VOLTAGE 1 -60 -240 MANUFACTURER RHEEM COIL MODEL RCHA48A1 AHU MODEL RBHA21J11NUGAI C.U. MODEL RAMB042JAZ SEER /EER 12.4 LIQUID /SUCTION SIZE -IN 3/8 " 3/4" HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR HP \/ FIRE DAMPER(S) DIMENSIONS WxLXH (IN.) \/ SMOKE DAMPER(S) E X. FAN ✓ FIRE RATED ENCLOSURE 1 /90 ✓ FIRE RATED ROOF CEILING ASSEMBLY 10 x 10 x 6 ✓ FIRE STOPPING \/ SMOKE CONTROL \./ FAN SCHEDULE FAN # MANUFACTURER AND MODEL NO. RPM HP CFM ®" S.P. ELECT. SERVICE VOLTS /PH /Hz DIMENSIONS WxLXH (IN.) WEIGHT LBS. REMARKS E X. FAN NUTONE QT -80 1500 1 /90 70 0 1/8" 115/1/60 10 x 10 x 6 6 DAMPER L & ROOF CAP DUCT 26 MSG,1 1/2" W— GALV. STRAPS 48 "C /C & 0 EVERY ELBOW W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING CONDENSING UNIT CONCRETE BASE W /6X6 -10/10 WWM PROVIDE A MIN. OF 4" SPACE WHERE MECHANICAL COMPONENTS TO ASSURE ADECUATE ACCESS FOR CONSTRUCTION & CLEANING FULL LOUVERED DOOR R/A 3/4 "O PVC CONDENSATE DRAIN W /3" TRAP & UNTO WOOD AHU SUPPORT (SELF— STANDING) PROVIDE CAP OFF W/ 1/4" PERFORATED FOR VENT DRAIN PAN W /WET DETECTOR TO CONTROL OVERFLOW B SHUTTING DOWN THE UNIT WHEN ACTIVATED REFRIGERANT LINES IN 4 "N PVC SLEEVE TO COND. UNIT UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS NTS DUCT S LIQUID LINE W/O INSULATION IN 4" PVC SCH. 40 CO \3E \SI \G U \IT V PPORT DETAIL N CELING SUPL� DUCT RETURN TO OUTSIDE AHU ELEVATIO\ SCH E VI E A/ 2" CONDENSATE DRAIN FASTENED INSIDE C.0 TO SLAB W/ 4 - 1/4 DIAM X 1 -1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S POWER & CONTROL CONNECTIONS OU \TI \G DETAIL DI —6 FLEXIBLE DUCTS IN ONE INCH THK " WIDE IBERGLASS SADDLES C. z PROVIDE 1 # 5 BAR ALL AROUND SLAB A/C DISC. NTS 4" 4 "N SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING SUCTION LINE W/ 1 1/2' ARMAFLEX INSULATION Sc VAPOR BARRIER 4" MIN METAL SEAT (SEE ELEV.) ROOF STRUCTURE SEE ARCHITECTURAL 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) 4" MIN 4" TYPICAL A/C PLA\ NTS PROVIDE W /P. CAP LOW PROFILE B.D.D. AT TOP FOR DRYER. NO SCREEN FOR BATHROOM PROVIDE INSECT SCREEN TYPICAL ROOF CAP DETAIL A DRYER AND /OR TOILET EXH. 4" DR TO RC (SFF EXIST. BATH NT OF f OF SET IL) GARAGE TO REMAIN EF -1 WITH 4" TO ROOF VENT. PROPOSED UTILITY 8X8 CD I 75 CFM 6" 75 CFM 8X8 3W POOL TO REMAIN RAN SFER LEGEND E.F. EXHAUST FAN CEILING DIFFUSER FLEXIBLE DUCT RIGID DUCT TO THERMOSTAT V f-- CH AN I CAL PLAN SCALE 1/4"=V-0 EXHAUST FAN HANGING BRACKET (ADJUSTABLE) 10" 10X10 CD 200 CFM 10X10 CD 100 CFM (8' -5" CEILING )<— KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) FRONT FACE GRILLE W/ FASTENING SCREENS 10X10 CD 100 CFM 4" DIAM. EXHAUST DUCT TYPICAL CEILING CABINET EXHAUST FAN W/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION STEEL HANGER WIRE FAMILY TO REMAIN (8' -5" CEILING X I 10X10 CD \/ 250 CFM 10X10 CD 200 CFM LIVING TO REMAIN (8' -5" CEILING ) AIR CONDITIONING SYSTEM - GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS V.'IT-I VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" & "3MACNA" S fANDARUS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD. NO.90A AND /OR 903. DUCTWORK AND COMPONENTS SHALT_ BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2. COORDINATE LOCATIONS,SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS,SPLITTERS & DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED,LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING -78 DB 91 DB - 78 DB 50% TO 60% HEATING - 72 DB 45 DB 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR.U.O.N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION,DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. 8. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED.ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA. MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13. CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCREENED 8 8X8 CD 50 CFM -5" CEILI BATH 4" (8' 5" CEILING ) W.I.C. TO REMAIN ► EF -1 WI 4" TO ROO VENT. EF -1 WITH 4" TO ROOF VENT. 1 10X10 CD \J/ 150 CFM BEDROOM 2 TO REMAIN (8' -5" CEILING ) MASTER BEDROOM TO REMAIN (8' -5" CEILING ) T 10X10 CD 150 CFM 1 v 8X8 Ira" HALL (8' -5" CEILIN, ) — - - `�► ■II 12X20 �-i�'Me II R f I ' t o ics AG 0 i COND.DRAIN ABOVE GRADE REF.LINES DOWN IN GALV. TROUGH TO C.0 CAL) CU -1 (f) V 0 0 0 '1 6) N- U) N U) d N ro I I (Ti CN . CD 0 CIO 00 N- E o 0 LL 0 L_ REVI SION 1 2. REVISION2 3. REVISION3 4. REVISION4 TRUSSES Iv1 3 �-----f ( F 0 _ CLASS 1, R -6 FIBERGLASS DUCT 26 MSG,1 1/2" W— GALV. STRAPS 48 "C /C & 0 EVERY ELBOW W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING CONDENSING UNIT CONCRETE BASE W /6X6 -10/10 WWM PROVIDE A MIN. OF 4" SPACE WHERE MECHANICAL COMPONENTS TO ASSURE ADECUATE ACCESS FOR CONSTRUCTION & CLEANING FULL LOUVERED DOOR R/A 3/4 "O PVC CONDENSATE DRAIN W /3" TRAP & UNTO WOOD AHU SUPPORT (SELF— STANDING) PROVIDE CAP OFF W/ 1/4" PERFORATED FOR VENT DRAIN PAN W /WET DETECTOR TO CONTROL OVERFLOW B SHUTTING DOWN THE UNIT WHEN ACTIVATED REFRIGERANT LINES IN 4 "N PVC SLEEVE TO COND. UNIT UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS NTS DUCT S LIQUID LINE W/O INSULATION IN 4" PVC SCH. 40 CO \3E \SI \G U \IT V PPORT DETAIL N CELING SUPL� DUCT RETURN TO OUTSIDE AHU ELEVATIO\ SCH E VI E A/ 2" CONDENSATE DRAIN FASTENED INSIDE C.0 TO SLAB W/ 4 - 1/4 DIAM X 1 -1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S POWER & CONTROL CONNECTIONS OU \TI \G DETAIL DI —6 FLEXIBLE DUCTS IN ONE INCH THK " WIDE IBERGLASS SADDLES C. z PROVIDE 1 # 5 BAR ALL AROUND SLAB A/C DISC. NTS 4" 4 "N SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING SUCTION LINE W/ 1 1/2' ARMAFLEX INSULATION Sc VAPOR BARRIER 4" MIN METAL SEAT (SEE ELEV.) ROOF STRUCTURE SEE ARCHITECTURAL 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) 4" MIN 4" TYPICAL A/C PLA\ NTS PROVIDE W /P. CAP LOW PROFILE B.D.D. AT TOP FOR DRYER. NO SCREEN FOR BATHROOM PROVIDE INSECT SCREEN TYPICAL ROOF CAP DETAIL A DRYER AND /OR TOILET EXH. 4" DR TO RC (SFF EXIST. BATH NT OF f OF SET IL) GARAGE TO REMAIN EF -1 WITH 4" TO ROOF VENT. PROPOSED UTILITY 8X8 CD I 75 CFM 6" 75 CFM 8X8 3W POOL TO REMAIN RAN SFER LEGEND E.F. EXHAUST FAN CEILING DIFFUSER FLEXIBLE DUCT RIGID DUCT TO THERMOSTAT V f-- CH AN I CAL PLAN SCALE 1/4"=V-0 EXHAUST FAN HANGING BRACKET (ADJUSTABLE) 10" 10X10 CD 200 CFM 10X10 CD 100 CFM (8' -5" CEILING )<— KITCHEN TO REMAIN DINING TO REMAIN (8' -5" CEILING ) FRONT FACE GRILLE W/ FASTENING SCREENS 10X10 CD 100 CFM 4" DIAM. EXHAUST DUCT TYPICAL CEILING CABINET EXHAUST FAN W/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION STEEL HANGER WIRE FAMILY TO REMAIN (8' -5" CEILING X I 10X10 CD \/ 250 CFM 10X10 CD 200 CFM LIVING TO REMAIN (8' -5" CEILING ) AIR CONDITIONING SYSTEM - GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS V.'IT-I VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" & "3MACNA" S fANDARUS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD. NO.90A AND /OR 903. DUCTWORK AND COMPONENTS SHALT_ BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2. COORDINATE LOCATIONS,SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS,SPLITTERS & DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED,LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING -78 DB 91 DB - 78 DB 50% TO 60% HEATING - 72 DB 45 DB 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR.U.O.N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION,DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. 8. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED.ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA. MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13. CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCREENED 8 8X8 CD 50 CFM -5" CEILI BATH 4" (8' 5" CEILING ) W.I.C. 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